20150663 Ver 2_401 Application_20180118

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Mitchell Environmental, P.A.
Transmittal
Date: Phone Number:
January 29, 2018 919-807-6303
To: ---
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street (Archdale Bldg. - 9th Floor)
Raleigh, North Carolina 27604
Transmitted By:
®Hand Delivery
From:
Justin Milstein
❑Standard Mail ❑FedEX ❑Other.
Re:
Hensley Subdivision — Phase V
Attachments:
Description
WEPORWIRM PCN Application and supporting ocuments
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Comments:
Please call with any questions or if you need any additional information.
Thanks!
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

Mitchell Environmental, P.A.
January 29, 2018
Mr, James Lastinger
US Army Corps of Engineers
Raleigh Regulatory Field Office
Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit 3331
512 N. Salisbury Street
Raleigh, North Carolina 27604
RE: Hensley Subdivision Phase V - Pre -Construction Notification Application
11314 & 11308 Holly Springs New Hill Road, Holly Springs, Wake County, North Carolina
Dear Mr. Lastinger and Ms. Higgins:
On behalf of HHHunt Shaffer, LLC, we are requesting authorization from the USACE to use NWP
29 for 0.139 acres of additional permanent non -isolated, jurisdictional wetland impacts for
fill/grading and infrastructure construction for the proposed residential development, Phase V of
Hensley Subdivision. We are also requesting a 401 WQC from the NC Department of
Environmental Quality for the above referenced impacts.
Phase V of Hensley Subdivision is a 9.75 acre proposed residential development and associated
infrastructure (e.g., roads and utilities). The project is located at 11314 & 11308 Holly Springs
New Hill Road, Holly Springs, Wake County (Latitude: 35.6627-N Longitude: -78.8589-W). The
project is in the White Oak Creek Watershed in the Cape Fear River Basin. The Water Quality
Classification for Middle Creek is C. James Lastinger, USACE, visited the site with Scott Mitchell
May of 2016 to confirm the delineation.
The proposed project impacts consist of 0.139 acres of permanent non -isolated wetland impact.
The impacts are required for fill and grading for lot and roadway construction. These impacts will
result in cumulative impacts for non -isolated wetlands, with a total of 0.322 acres. Previous
phases of Hensley Subdivision resulted in 0.183 acres of non -isolated wetlands impacted.
Mitigation is anticipated for the additional permanent non -isolated wetland impacts. See attached
permits for more detail on previous impacts from USACE permit (SAW -2013-02420, July 20,
2015) and DWR permit (DWR# 15-0663, July 24, 2015). Previous DMS invoice, attached,
included 0.50 acres of mitigation credit. An additional 0.144 acres of mitigation credit has been
requested from DMS.
Please refer to attached PCN, supporting materials and plans for details describing the proposed
impacts. If you have any questions, please do not hesitate to call me (252-933-5764;
Justina-mitchellenvironmental.com) or Scott Mitchell at (919-669-0329 or
scoff mitcheIlenvironmenta1.com.)
Respectfully Submitted,
Justin Milstein, LSS
Soil & Environmental Scientist
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

o�o� W A rf;i c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes Z No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes 0 No
For the record only for Corps Permit:
❑ Yes g No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Z No
2.
Project Information
2a.
Name of project:
Hensley Subdivision (White Tracts)
2b,
County:
Wake inn ig g,
2c.
Nearest municipality / town:
Holly Springs
2d.
Subdivision name:
Hensley Subdivision lA
2e.
3.
NCDOT only, T.I.P. or state project no: gESOUR ES
Owner Information 401 &
3a.
Name(s) on Recorded Deed:
HHHunt Shaffer, LLC
3b.
Deed Book and Page No.
016208, 02689
3c.
Responsible Party (for LLC if
applicable):
Drew Kirchner
3d.
Street address:
1401 Sunday Drive, Suite 109
3e.
City, state, zip:
Raleigh, NC, 27607
3f.
Telephone no.:
919-861-6380
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e. City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Justin Milstein
5b.
Business name
(if applicable):
Mitchell Environmental, PA
5c.
Street address:
1501 Lakestone Village Lane, Suite 205
5d.
City, state, zip:
Fuquay-Varina, NC 27526
5e. Telephone no.:
252-933-5764
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0649169068, 0649261160
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.6627 Longitude: -78.8589
1 c.
Property size:
9.75 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Little Branch
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing conditions on the site is forested vegetation and general land use in the vicinity is mostly residential and commercial properties.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.139
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 250
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct the proposed additional phase of Hensley subdivision including roadway and utility infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction and grading will be used to construct the proposed project such as track hoes, bulldozers, dump trucks, etc.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
Yes ❑ No ❑ Unknown
Comments: Stream/Buffer Determination, USACE Wetlands
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Scott Mitchell
Agency/Consultant Company: Timmons Group
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE Preliminary Jurisdictional Determination May 18, 2016 (SAW -2016-00920)
Stream Buffer Determination August 28, 2015 (NBRRO# 15-379)
5.
Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
SYes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Previous impacts from USACE permit (SAW -2013-02420, July 20, 2015) and DWR permit (DWR# 15-0663, July 24, 2015), see attached.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Z Wetlands Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
0.061
W2 P
Fill
Headwater Wetland
Yes
Corps
0.056
W3 P
Fill
Headwater Wetland
Yes
Corps
0.066
W4 P
Fill
Headwater Wetland
Yes
Corps
0.139
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.322
2h. Comments:
W1, W2 and W3 are from previously permitted wetland impacts. W4 is current proposed wetland impact.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
UT to Little Branch
INT
Corps
3
65
S2
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
65
3i. Comments:
S1 impact from previously permitted stream impact.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A combination of the location of the jurisdictional features, site topography, and stormwater management area required for the project dictated the
road and lot configuration to make this proposed subdivision viable. The proposed wetland impacts have been minimized to the maximum extent
practical while concurrently providing a viable residential subdivision on this site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All disturbed areas will be bound by silt fence and tree protection fence before construction begins.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
0 Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ 0 Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to in4leu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.139 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: 0.5 acre of riparian wetland mitigation credits were purchased from NCDMS for initial permit; hence, only 0.25 acre credit needed.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
30%
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Curry Engineering is managing the Stormwater Plan review with the Town of Holly Springs. Final Stormwater Plan approval and issuance of a
Stormwater Permit occurs after the Construction Drawing phase, and is required prior to initiating construction on any stormwater infrastructure of
BMP on site. The current stormwater treatment concept includes a wet pond detention basin along the northern portion of the tracts to protect the
natural resources.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Holly Springs
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Holly Springs
® Phase II
❑ NSW
3b. Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ® No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs applyH
ORW
(check all that apply):
Session Law 2006-246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes
0 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
El Yes
9 No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
S No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This single -family residential subdivision is not likely to spur cumulative impacts.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
discharged by the Town Holly Springs treatment
Wastewater
generated from the project will be collected, treated and of wastewater
system.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Northern long-eared bat was listed as Threatened in Wake County on 4/2/15. This project involves the removal of trees (see site plan for details).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat (EFH) Mapper www.habitat.noaa.gov/protection/efh/ehfmapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Mapper
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes 10 No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Wake County iMAPS FEMA Flood Layer
Justin M. Milstein
1/29/2018
Applicant/Agent's Printed Name
Date
411 Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Mitchell Environmental, P.A.
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
NCDENR — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate and authorize representatives of Mitchell Environmental,
P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental inf rmation in support of applications, etc., from this day forward.
This the zg day of20 1 7 .
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property
herein described for the purpose of conducting on-site investigations and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section
10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Hensley Subdivision, Phase 5 Location: 11320 Holly Springs New Hill Road
Property Owner's Name (Prin
Property Owner's S
HHHunt Shaffer, LLC - Nr. Drew Kirchner
L
Property Owner's Mailing Address: 1401 Sunday Drive, Raleigh, NC 27607
Property Owner's Telephone: [phone] Fax No.
Property Owner's Email Address: [e-mail]
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

tv10gation Servires
Eta'JIR]IVMENTAL GLALIT °
INVOICE #23556
June 30, 2016
James A. Crowder
HHHunt Homes of Raleigh-Durham
1401 Sunday Drive Suite 109
Raleigh, NC 27607
Project: Shaffer Subdivision
County: Wake
WQ permit #: 15-0663
COE#: 2013-02420
DMS#: 23867
Location: Cape Fear 03030004
PAT MCCRORY
DONALD R. VAN DER VAART
\,
invoice expires: August 30, 2016
Please review this invoice carefully and report any discrepancies immediately to the contact listed below. You
have elected to satisfy the compensatory mitigation requirements of the applicable Section 401/404/CAMA
permit(s) issued for the above referenced project through payment of a fee to the NCDEQ Division of Mitigation
Services (DMS) In -Lieu Fee Program. In accordance with 15A NCAC 02R .0402(d) and/or 02R .0601, the
amount due is based upon the 2015-2016 Fee Schedule and has been calculated as follows: (Payment for
wetlands is calculated in increments of 0.25 acres).
Habitat Type Invoiced Amount
Riparian Wetlands up to 0.50 acres
TOTAL AMOUNT DUE if paid within 60 days
Fee Schedule Fee
$ 71,201.00 = $35,600.50
$35,600.50
This invoice expires in 60 days. Expired invoices are not eligible to be paid. Note that permit(s) may require
payment before this date. Invoice extensions may be requested by emailing the DMS In -Lieu Fee Program
Coordinator at [e-mail]. Extensions will be based on the fee schedule in effect on the date they
are issued. Please submit an ePayment at http://go.ncdenr.gov/epayment or send a check payable to DMS for
the Total Amount Due to the address below and enclose a copy of your unexpired invoice.
US Mail:
NCDEQ Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Physical Address (for other delivery services):
NCDEQ Division of Mitigation Services
217 West Jones St., Suite 3000A
Raleigh, N.C. 27603
Third party payments must be accompanied by written authorization from the permittee. All refund requests must
be submitted in accordance with the Division's refund policy at www.nceep.net. If you have questions concerning
this payment, please call Kelly Williams at [phone]. YOU MUST BE IN POSSESSION OF THE PAYMENT
RECEIPT FROM DMS PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404
PERMIT, CAMA PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: James Lastinger, USACE-Raleigh; Todd Tugwell, USACE-Raleigh
Timmons Group, agent
State of North Carolina j Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 i 217 W. Jones Street, Suite 3000
919 707 9976 T

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2013-02420 County: Wake U.S.G.S. Quad: NC -APEX
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: HHHUNT Homes of Raleigh-Durham, LLC
Attn: Josh Lambert
Address: 1401 Sunday Dr.
suite 109
Raleigh, NC, 27607
Telephone Number: 919-861-6380
Size (acres) 44 Nearest Town Holly Springs
Nearest Waterway Utley Creek River Basin Upper Cape Fear
USGS NUC 03030004 Coordinates Latitude: 35.6625517115602
Longitude: -78.8621284651
Location description: The project site is approximately 44 acres located adiacent to New Hill Rd., east of its intersection with
Green Oaks Parkway, near the town of Holly Springs Wake County North Carolina. Aquatic features on site drain to Little
Branch in the Cape Fear River basin.
Description of projects area and activity: This permit verification allows for 65 linear feet of permanent stream channel
impacts, and 0.183 acre of permanent wetland impacts from fill associated with the construction of the Shaffer residential
subdivision. Mitigation is required for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29 Residential Developments.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 07/09/2015. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revolted. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact James Lastinger at 919-554-4884 02 or James.C.Lastineer(a-),usace.armv.mil.
Corps Regulatory Official; ��L'-� Date: 07/20/2015
Expiration Date of Verif)tajxfin: 03/18/

SAW -2013-02420
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: HHHUNT Homes of Raleigh-Durham, LLC Mtn: Josh Lambert Action ID: SAW -2013-02420
Project Name: Shaffer subdivision County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. if more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/In-Lieu Fee Program
Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts
(acres)
Warm
Cool
Cold
Riparian Riparian
Non -Riparian
Coastal
Coastal
Riverine Non-riverine
Riverine
Non-riverine
0.183
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Comoensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation
(credits)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Riverine
Non-riverine
0.366
Mitigation Site Debited: NC Division of Mitigation Services
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Na
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 18 September, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
a If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Manager: James Lastinger
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
U CE Project Wanager Signature
July 20, 2015
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to complete the survey online.

as®
K
North. Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 24, 2015
HHHunt Shaffer, LLC
Attn: Josh Lambert
1401 Sunday Drive, Ste. 109
Raleigh, NC 27607
Donald R. van der Vaart
Secretary
DWR # 15-0663
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (1SA NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Shaffer Subdivision
Dear Mr. Lambert:
You have our approval for the impacts listed below for the purpose described in your
application dated July 8, 2015 and received by the Division.of Water Resources (Division) on
July 9, 2015. These impacts are covered by the attached Water Quality General Certification
Number 3890 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control,
Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. (15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8)]
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (919),788-7159
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Shaffer Subdivision
DWR# 15-0663
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0.061 (acres)
0 (acres)
Site 1
Wetland
0.056 (acres)
0 (acres)
Site 2
Wetland
0.066 (acres)
0 (acres)
Site 3
Stream
65 (linear feet)
0 (linear feet)
2. Stormwater Manaeement Plan (SMP) Approval from Local Community Required
You are required to provide one copy (hard copy or digital) of the approved SMP, including
plan details on full-sized plan sheets, with proof of the Town of Holly Spring's approval. The
approved SMP shall be submitted to the DWR 401 & Buffer Permitting Unit (1617 Mail
Service Center, Raleigh, NC 27699-1617) before any impacts authorized in this certification
occur. After it is approved and submitted to the Division, the SMP may not be modified
without prior written authorization from the Town of Holly Springs. If the SMP is modified
in the future, then you shall provide one modified SMP with proof of approval to the DWR
401 & Buffer Permitting Unit prior to the commencement of the modifications. [15A NCAC
02H .0506(b)(5)]
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and

Shaffer Subdivision
DWR# 15-0663
401 AND BUFFER APPROVAL
Page 3 of 4
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be fled with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail If sending via delivery service
via the US Postal Service: (e.g. UPS, FedEx):

Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Shaffer Subdivision
"DWR# 15-0663
401 AND BUFFER APPROVAL
Page 4 of 4
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 0213.0233. Please contact Cherri
Smith at 919-791-4251 or [e-mail] if you have any questions or concerns.
n
,
Danny Smith
7
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
Scott Mitchell; Timmons Group, Inc.; 5410_ Trinity Rd., Ste. 112; Raleigh, NC 27607
DWR RRO 401/Riparian Buffer file

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Real Estate ID: 0037178
Map Name: 0649 01
Owner: HHHUNT SHAFFER LLC
Mail Address 1: 1401 SUNDAY DR STE 109
Mail Address 2: RALEIGH NC 27607-5173
Mail Address 3:
Deed Book: 016208
Deed Page: 02689
Deed Date: 11/10/2015
Deed Acres: 4.88
Building Value: $0
Land Value: $132,880
Total Value: $132,880
Billing Class: Business
Description: L01A PROP MCLEOD AND
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Wake County, North Carolina
s�',ii�Ai:ili►�1�'�����1
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Common Name
Scientific name
Federal Status
Record Status
Vertebrate:
American eel
Anguilla rostrata
FSC
Current
BachmatiN sparrow
Aimophila aestivalis
FSC
Historic
Bald vele
Haliaecha leucocephalus
BGPA
Current
Carolina darter
Etheostoma collis lepidinion
FSC
Probable/potential
Carolina madtom
Nomrus furiosus
FSC
Current
Northern lone -eared bat
Myoas septentrionalis
T
Current
Pinewoods shiner
Lythrurus marunnus
FSC
Current
Red -cockaded woodoeckcr
Picoides borealis
E
Current
Roanoke bass
Amblopl/tes cavifrons
FSC
Current
Southeastern myotis
Myotic austroriparius
FSC
Historic
Southern hognose snake
Heterodon simus
FSC
Obscure
Invertebrate:
Atlantic pigtoe
Fusconaia masoni
FSC
Current
Diana fritillary, (butterfly)
Speyeria diana
FSC
current
Dwarf wedeemussel
Alasmidonta heterodon
E
Current
Green floater
Lasmigona subviridis
FSC
Current
Yellow lance
Ellipdo lanceolate
FSC
Current
Vascular Plant -
Bog spicebush
Lindera subcoriacea
FSC
Current
Grassleaf arrowhead
Sagntana weatherbiana
FSC
Historic
Michaux's sumac
Rhus michauxii
E
Current
Sweet pinesap
Monotropsis odoraia
FSC
Historic
Virginia least trillium
Trillium pusillam var. virgimanum
FSC
Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened A taxon "likely to become endangered within the foreseeable future throughout all or a significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support listing. (Formerly "Cl" candidate species.)
BGPA =Bald and Golden Eagle Protection Act See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species Act In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife
Service (Service) define Federal Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under consideration for listing or for which there is insufficient
information to support listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other selected focal species identified in Service strategic plans, State Wildlife
Action Plans, or Natural Heritage Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with another listed species and is listed for its protection. Taxa listed as TS/A) are not
biologically endangered or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened
species on public land, for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT", respectively.
c
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de -listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect
August 8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden
eagles and provides a statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land managers, landowners, and
others as to how to avoid disturbing bald eagles. For mor infonnation, visit httv://www.fws.eov/mizratorvbirds/baldeaele.htm
Threatened due to similarity of aooearancerr(S/All:
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New York south to Maryland) was listed as T (threatened), and the southern population (from
Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and interstate and international commercial trade of bog turtles from
the southern population. The T(SIA) designation has no effect on land management activities by private landowners in North Carolina, part of the southern population of the species. In addition to its official
status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record States•
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known records (in adjacent counties), the presence of potentially suitable habitat, or both.
l.u._.//__—_____L___. _-__/.._1_:_1./_..__-'__./_.—_! 1/____1__ 1.a...1 1A/A/ante•

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1. THIS PUN IS NOT INTENDED FOR PUTTING OR RECORDATION.
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2 THE DFORMATION SHOWN ON THIS PUN WAS PROVIDED AND
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AFFIXED TO THIS SHEETS DOILY TO CERTIFY INFORMATION
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4. EXISTING CONDITIONS SHOWN DOES NOT CERTIFY TO THE
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PRIOR TO STMT OF EXCAVATION.
S. WETLANDS&STREAMSHOWNONPUWSURVEYEDBYTAYLOR
LAND SURVEYING AS DELINEATED BY MITCHELL
ENVIRONMENTAL AS CONCURRED BY NCMNR & USACE
6. PROPERTY WITH ACREAGE OF 5.71 AC TO BE RECOMBINED
WITH E43 SCHOOL SITE PROPERTY TO THE EMT.
7. STREAM AND WETLAND IMPACTS TO BE PERMITTED THROUGH
THE US ARMY CORP OF ENGINEERS AND THE NORTH
CAROLINA DEPARTMENT OF NATURAL RESOURCES -DIVISION
OF WATER RESOURCES. COPIES OF IMPACT APPROVALS TO
BE PROVIDED PRIOR TO MPROVAL OF CONSTRUCTION
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GENERAL NOTES:
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MPoRTNITNOTE:
AOIACENTROAOWAYS MILL BE REQUIRED TO WUGHTEO PNDR TO THENSUNCE OF THE ARST
CERTFICATEOF000UPANCY. t EWRLMMAVS"TBe LOfTELPIRORTOSTREETACCEPtAME
FOR 1 VF.1R WAPRANTY PERp0.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WRH THE TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS AND DETAILS.
2 BOUNDARY INFORMATION IS BASED ON SURVEY BY TAYLOR LAID CONSULTANTS.
3. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWWRS ASSOCIATION.
C WETLANDS DELNEATEO BY MITCHELL ENVIRONMENTAL AND HAVE BEEN USAGE CONCURRED AND FIELD SURVEYED.
S. DELINEATED WETLAND ANO RIPARIAN BUFFER AREAS SFMLL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENOWCERS AND
HCDENR-0WR.
S.ALL STREETS SHALL BE PUBLIC.
T.CONSTRUCTION MUIMi WAPPROVAL IS REOUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL
a. THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE COST AND COORDINATION WITH DUKE ENERGY FOR THE RELOCATION OR REMOVAL OF ANY ONSITE OVERHEAD POWER POLES AND LINES.
B.ING TREE PROTECTION FENCSHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS
1S. ANY ALTPAW IN THE CM ZDNE 1 OR ZONE 2 BUFFERS SHALL BE IN ACCORDANCE WITH SECTION 7M OF THE TOWN OP NOLLY SPRINGS UDD.
11. THIS PLAN IS SUBJECT TO REVISION DURING THE CONSTRUCTION DRAWING REVIEW PROCESS FOLLOWING HOLLYN.
SPRINGS TOWN COUNCIL ACTIO
12ALL ROADWAYS ARE 2T BACK TO BACK N A SIT RGHI OF WAY.
13.A DEVELOPER AGREEMENT WAS BEEN OBTAINED FOR THIS PROJECT TO ADDRESS OFFSITE ROADWAY IMPROVEMENTS.
14. SIDEWALK SIDEWALK SHBE LOCATED ONLY ON ONE SIDE OF ALLSTREETS.
JS THOROUGH RE BUFFER YARD FROM HOLLY SPRINGS NEW HILL ROAD BASED ON BOUNDARY SURVEY AND PROPOSED RIGHT Of WAY DEDICATION.
15. ACCESS TO HOLLY SPRINGS NEW HILL ROAD SUBJECT TO WDOT DRIVEWAY PERMIT APPROVAL A TRAFFIC IMPACT ANALYSIS IB REQUIRED FOR THIS PROJECT AND WAS BEEN SUBMITTED WITH THIS
DEVELOPMENT PETITION.
17, PEDESTRIAN CROSSWALKS SHALL HAVE A VARIATION N STREET PAVEMENT TEXTURE OR MARKINGS FOR DELINEATION PER TONS UDO REOUIREMABNTS,
1&ALL INTERSECTION RAMI SHALL BE W UNLESS SHOWN OTHERWISE.
10. THE DEVELOPER MUST SUBMIT GRAFT COVENANTS ESTASUSHNG AHOMEOWNERS ASSOCIATION TO COVER MAINTENANCE OF THE FOLLOWING APPLICABLE ITEMS: PRIVATE STREETS, ALLEYS, STREET
LIGHTING. SPECIALTY STREET SIGNS. STREET TREES, PRIVATE GREENWAYS. PONDS. LAKES, PRIVATE SEWERCOUECTION. PRIVATE DRAINAGE EASEMENTS, REUSE LINES, AND STORMWATER DEVICES. HOA
COVENANTS SIAL BE RECORDED WITH THE FIRST PLAT ASSOCIATED WITH THIS SUBONMION.
?D. ALL PROPOS ED RETAINING WALLS REQUIRE A BUILDING PERMIT. ANY WALL GREATER THAT r IN HEIGHT WILL RECURS ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL ASA
PERMIT.
21. STRUCTURAL DESIGN OF RETAMMNG WALLS SHALL BE PERFORMED BY OTHERS. CONTRACTOR WILL FROMM CURRY ENGINEERING SEALED DRAWINGS OFALL RETAINING WALL DESIGN FOR RENEW AND
APPROVAL PRIOR TO CONSTRUCTION.
WALL—?Z
RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT SHALL NMAUOE A SAFETY HANDRAIL OR FENCE AT THE TOP OF THE
SITE LAYOUTSET MINIMUM DRIVEWAY LENGTHS OF 20'FOR SNORE AND 2BFOR DOUBLE
24. ADJACENT ROADWAYS WILL BE REQUIRED TO BE U(NHIED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY AND INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR I YEAR
WARRANTY.
25.FINAL PUT MAY NOT RECORDED UNTIL PUNCHUST INSPECTION IS COMPLETE.
26. A PRECONSTRUCTION MEETING WITH THE TOWN CONSTRUCTION INSPECTOR AND ENVIRONMENTAL ENGINEER(TELEPHONE W -39M) WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION.
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2 BOUNDARY INFORMATION IS BASED ON SURVEY BY TAYLOR LAID CONSULTANTS.
3. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWWRS ASSOCIATION.
C WETLANDS DELNEATEO BY MITCHELL ENVIRONMENTAL AND HAVE BEEN USAGE CONCURRED AND FIELD SURVEYED.
S. DELINEATED WETLAND ANO RIPARIAN BUFFER AREAS SFMLL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENOWCERS AND
HCDENR-0WR.
S.ALL STREETS SHALL BE PUBLIC.
T.CONSTRUCTION MUIMi WAPPROVAL IS REOUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL APPLICABLE FEES SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL
a. THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE COST AND COORDINATION WITH DUKE ENERGY FOR THE RELOCATION OR REMOVAL OF ANY ONSITE OVERHEAD POWER POLES AND LINES.
B.ING TREE PROTECTION FENCSHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER BUFFER AREAS
1S. ANY ALTPAW IN THE CM ZDNE 1 OR ZONE 2 BUFFERS SHALL BE IN ACCORDANCE WITH SECTION 7M OF THE TOWN OP NOLLY SPRINGS UDD.
11. THIS PLAN IS SUBJECT TO REVISION DURING THE CONSTRUCTION DRAWING REVIEW PROCESS FOLLOWING HOLLYN.
SPRINGS TOWN COUNCIL ACTIO
12ALL ROADWAYS ARE 2T BACK TO BACK N A SIT RGHI OF WAY.
13.A DEVELOPER AGREEMENT WAS BEEN OBTAINED FOR THIS PROJECT TO ADDRESS OFFSITE ROADWAY IMPROVEMENTS.
14. SIDEWALK SIDEWALK SHBE LOCATED ONLY ON ONE SIDE OF ALLSTREETS.
JS THOROUGH RE BUFFER YARD FROM HOLLY SPRINGS NEW HILL ROAD BASED ON BOUNDARY SURVEY AND PROPOSED RIGHT Of WAY DEDICATION.
15. ACCESS TO HOLLY SPRINGS NEW HILL ROAD SUBJECT TO WDOT DRIVEWAY PERMIT APPROVAL A TRAFFIC IMPACT ANALYSIS IB REQUIRED FOR THIS PROJECT AND WAS BEEN SUBMITTED WITH THIS
DEVELOPMENT PETITION.
17, PEDESTRIAN CROSSWALKS SHALL HAVE A VARIATION N STREET PAVEMENT TEXTURE OR MARKINGS FOR DELINEATION PER TONS UDO REOUIREMABNTS,
1&ALL INTERSECTION RAMI SHALL BE W UNLESS SHOWN OTHERWISE.
10. THE DEVELOPER MUST SUBMIT GRAFT COVENANTS ESTASUSHNG AHOMEOWNERS ASSOCIATION TO COVER MAINTENANCE OF THE FOLLOWING APPLICABLE ITEMS: PRIVATE STREETS, ALLEYS, STREET
LIGHTING. SPECIALTY STREET SIGNS. STREET TREES, PRIVATE GREENWAYS. PONDS. LAKES, PRIVATE SEWERCOUECTION. PRIVATE DRAINAGE EASEMENTS, REUSE LINES, AND STORMWATER DEVICES. HOA
COVENANTS SIAL BE RECORDED WITH THE FIRST PLAT ASSOCIATED WITH THIS SUBONMION.
?D. ALL PROPOS ED RETAINING WALLS REQUIRE A BUILDING PERMIT. ANY WALL GREATER THAT r IN HEIGHT WILL RECURS ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL ASA
PERMIT.
21. STRUCTURAL DESIGN OF RETAMMNG WALLS SHALL BE PERFORMED BY OTHERS. CONTRACTOR WILL FROMM CURRY ENGINEERING SEALED DRAWINGS OFALL RETAINING WALL DESIGN FOR RENEW AND
APPROVAL PRIOR TO CONSTRUCTION.
WALL—?Z
RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT SHALL NMAUOE A SAFETY HANDRAIL OR FENCE AT THE TOP OF THE
SITE LAYOUTSET MINIMUM DRIVEWAY LENGTHS OF 20'FOR SNORE AND 2BFOR DOUBLE
24. ADJACENT ROADWAYS WILL BE REQUIRED TO BE U(NHIED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY AND INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR I YEAR
WARRANTY.
25.FINAL PUT MAY NOT RECORDED UNTIL PUNCHUST INSPECTION IS COMPLETE.
26. A PRECONSTRUCTION MEETING WITH THE TOWN CONSTRUCTION INSPECTOR AND ENVIRONMENTAL ENGINEER(TELEPHONE W -39M) WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION.
HOLLy�ti1+► _ —
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191
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193 I+
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191
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193 I+
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INTERSECTION SIGHT DISTANCE CALCULATED PER TORS SPECIRCATION38.0 • TABLE 3.+
SUBDMSION STREET -30 MPH/10 MPH x 100 (2 LANES) =300
DRIVEWAY 61 • (40 MPH 111011) 1120'14 LANESI = 1817
• DRIVEWAY 62•(40 MPH J 10 MPH) %'0O`(2LANES)=400
DRIVEWAY 63 - (40 MPH I10 BVH) z 120 (4 LANES) =180
SIGHT DISTANCE 7RW4GLE TABLE
IEGTH
CURVE TABLE
POBTEDsm DESIGN SPEED DRNEAEYE
STOPP610 RANT
FIPEETIYPE
(APHI IMPHI DSRANCE,MIFT
DISTANCE, C TFT
NSOS'OIM
ISN 15
900
HOLLY SPRINGS NEW Hill
IS
35 4 /6
CANTO
DIRECTION
(TIOROGHFAREI
moon OLL WAY
IN-OVIEORAEwAY 0
INTERSECTION SIGHT DISTANCE CALCULATED PER TORS SPECIRCATION38.0 • TABLE 3.+
SUBDMSION STREET -30 MPH/10 MPH x 100 (2 LANES) =300
DRIVEWAY 61 • (40 MPH 111011) 1120'14 LANESI = 1817
• DRIVEWAY 62•(40 MPH J 10 MPH) %'0O`(2LANES)=400
DRIVEWAY 63 - (40 MPH I10 BVH) z 120 (4 LANES) =180
LINE TABLE
NABS
ROADWAY
IEGTH
CURVE TABLE
Las
MDORENLWAY
Dar
NAME
ROADWAY
R..
AW
LENGTH
CHORD TANOBIT
t IGTH LENOTN
NDD{E
ORDINATE
E%IBSLLL
DISTANCE
CANTO
DIRECTION
CI1
moon OLL WAY
WSW
mm
IM.11' 178Y
Im
ISS
BT116TE
Cil
MOORS HILL WAY
205X
mm
4.,8 281T
oAo
038
SIQw"' Y
CIS
MOOREHLLWAY
NSOS
1011'
41F 10.17•
0.90
031
SOSFM-Y
Ct1
MOORE NLL WAY
x600'
mw
znb mar
NAI
KV
W-2rgE
016
SEMONRIGGELAE +SOAR
0e31'
S&IF NA2
&R
841'
N22.18+BE
C+6
SURIEWONOTRAL
BODY
MAS
MAY 2&n
231
238
NN'4Y9iE
cO
SENSEw00DTTAA
1% Detached 4,500
--- 82W
5231• Ban
212
206 I
NN'/217'E
LINE TABLE
NABS
ROADWAY
IEGTH
DIRECTION
Las
MDORENLWAY
Dar
BWSIRBE
lm
MOOREMLWAV
Sim
armiv
L27
MOOREHRLWAY
QCAV
615.467YN
Ly
MOMEVILWAY
-D
aw
64-=V
L21
N;X RIOAME
NN7
NS'4STE
L9D
6ECIUWNDGELNIE
T7JI8
HV4SME
LTi
BFARRE WOOD iRA6
HI.6Y
SN•]12FE
to
tIEASE W00DTRAl
9tD8'
MI•,F12E
BECKLOW RIDGE LN.
(51' PUBLIC R/NO
_ 9OIVPE Y
_ PFAME1E/IYARD t \
/••^- - ` VPRMNE WDTHPRNATE BAP n 9PGIPEFHA
MAINTENANCE EASEMENT� \ RFMAN BUFFER 1
�.• 1 II
w 1
� AMBNCIION4L
N'BIPPCCF858 RIPARIAN
FEAR eTREAM
I� MNNIBANCEFASEMBIT RPMMN BUR6t \ \ 1
..) L BUY1� L1
STDRMTNATER
j MANAGEMENT BMP 63 RETAINING wA i
I 1 1
me
I
1
11
LOT t YARD -1B PERPETE0.
NL I \\ 1 ':'I
AccEae EASBIBJf I I I \ 1 / N
eMmnvGMN1 LII LII I I `yam 18 I \ y
I� q RI1OT 11 1 I s R I 1V 1
LOT
6 L�
I � 1
189 1
18 VA1EY \i
CURBBGUTTER I {( 1� ,+ naoPT. \\
TIETl7b SEA; I I 1 I I LOT / r �' X aB PRIVATE \\
J I I I I 1B / 1)/ `l` � NuwADE EASEMBrt \
_
3'CONCRETE 0'
19,1
za..00 - - _25,00 -----__ -2-�o— _ �'O \�R1a 'b sFlbRvAxtrna LOT 1\-
- - _
/?MPT. \ y�
I I I I I xo'sK1ITDETANCE 10-� � / i LOT
I I II I I ® j i � cTYRI .fj RN�
I t I ) I p \� ,7 NW. I
i0 1 I------ _ I
--J -----_ I ILOT 1 ---------�'-- -----J
� —
I �---------.___.-''----------------�
scoRCAETE 1
na , / LOT�Y �; I j \ sGEvrAK TrrP.l
/ LOT 1 1
184 p� 1 R I \ 1
tt025 C. 4SO Bas Ac. dpF 1 i3Ul Al
/�
- ---FA6E1NBNf I I N'PRIVATE
i I A7'r �� MANAGE LOT I
I I I 1 I 1
28 p I 193
+�, �j I I 8 I LOT cunaYam�i 1NBISOF'f. I e
0240Ui AC.
- -- 5 T n i
MATCHLINE
REFER TO SHEETC-04
GENERAL NOTES:
I. BFFOREYDU DID CA=NC7 E•CAICBTERAT 1d0081taBIB. nll tlE uw. E%161116NBPEl ARE SHOWN
DTON TIE BEST AVAIUSE MtM W1pN AND ME APNNXMATE. R 6 TE CONIINCTORS REEPf NISBRRY TO VERFY
THESE AND OTIBIUILIIFS BEFORE 6TARiBG CONBIROCl10M ND1FY DISHY IAGTSgCOWNN (GIVE TALL ®
1JN.SfiaINB10RRxWOUALUMY0R1FRSF UNDMIGIIWLOCATINBATLEASTNN01A18NADVAWL
2 ALL DIMENSIONS ARE NFEETAIN TO BACNOFCURS UMESS OTHERWISENOTED.
8 ALLBREEIELENTBw1EPERPHIOICLURTOEACH0T1031UN GTN-RWUWTED.
4. CONTMCTORSIMLLCONTACTALLO211BSOFBABBOM.=KtT WAYSANDUTSRB.NIxI MpMA7E BEFORE
WORKN3WTO73EAPFAS.
& PROTECTALLPROPERTYhMNWM WRN6MONU BnO PIWTIMTWLLBEONTN®EODIMNOCOWIRULTION
"U BE REFERENCEDAND REPUCEDBYAUCBKED RAW SMEYOR AT THE COST OFTE DDI R ACTOR
B. CONIWDT ADJM W1MPERYY ExxICHAMMBER TIWrwdt101BI NIGTE PUBUC WBLBEVWTECTEp FRdI
NIURYAW AOGRAGPROPERIY PROTECTED FROM N4W[E
7, CANTRAGTORSHAU REMOAEAIL TRASH AND DEERS FROM THE BRE WON COMPLETION OF THE PROECTAWATUSW
ONCE A WEEKDMNO CONSTRUCTION.
B. CONTRACTOR S REBPOMB&E FOR DAWGE TO ANY BEATING ITEMAOVOR MATERIAL DUE TO CONSTRUCTION O Teage
ALL STIIEETSURFACE9, DIRTY POLES. CULVERTS, DITCHES, CMSAW OUTTER MOTHER STRA TUESTNTARE
NSTLI OM DAMAGED WANT MANNER AS ARESU.T W CONSTRUCTONNWL BE RE "=OR REPASSED BY THE
CONTRACTOR% ACCOROAWE WiTHT1EAPPROPRNIE SPECF"IID .
S. FOEPARTUIES FRpITEORAWNIGS OR SPECRCAMMAREOEH NECES YVT MWRWMDETAISO INCH
OVARIURFS AND REASONSTNERA'F xALL BE SUBMITTED N WRTNGTO THE FACRRYDEI GIIER FOR REVIEW. W
DEPARTUESFROMTECOMIRAOTDOCULENTSWLLEALLOAFDW Mff APWMVALBYTEFACBRYDE GNER.
G. MNAWALLOVANnMSDWNORBWLIFDONTEA.YSAREFME"WTIp KWO8FE0NLY.
11. APmWNOFTISPWISWTANAUMMIZATDNT0 GRACE ADJACENT PROPBRE6. WHEN FEND CONDITIONS WARRANT
OFF -NTE GRADW, PERMISSION OST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12 WIRE SIGHT TRIANGLES ARE tOG11T0OUTSIDE OF THE ASLIC RIGHT OF WAY, A SIGHT DISTANCE EASEMENT CULL BE
REOURED.
13 MYLENTROANYAYSWLLBEREOUREO TO BE UGKtEO PRIOR TO TEFRET CERTfICATEOF OCCUPANCY AND NIERNAL
ROADWAYS MST DELIGHTED POOR TO STREETACCEPTANCEFOR 1 YEAR WARRANTY.
11. OALPIATMAY NOTRBOROEOUNTBPUNCNSTR19PICTMMCOIp M
1& APPECOWMWTGNMEETRIOWITHTIETDWNCONSTRIICTGNINBPECTONADETNROOEMALBOEERMVHOW
557 MWBLBEREOUREDBEFORESEFENNDA CONNRU'CTIM.
IMPORTANT DRIVEWAY NOTE:
ALL LOTS SHALL MEET MINIMUM DRIVEWAY LENGTHS OF 20 FOR
SINGLE WIDTH OR 25'FOR DOUBLE WIDTH.
LOT IMPERVIOUS AREA SCHEDULE
CONCRETESIDEWALK
ASPHALT PAVEMENT
PERBMETERYARD
' STREETLIGHT
SIGN
® WHEELCHAIR RAMP
® MAILBOx KIOSK
— - — ROADWAY CENTER UNE
-- LOT LINE
RIGHT OF WAY LINE
_-----_ SETBACK LINE
EASEMENT LINE
YARD SETBACK
—z— FENCE LINE
444. ZONING LINE
PHASE LINE
VALLEY CURB &GUTTER
STANDARD CURB &GUTTER
SPILL CURB & GLITTER
SITE KEY PLAN
SCALE:1 W =40 FT
40 20 0 40' SIT
SCALE IHORON�FAL
NOT FOR CONSTRUCTION
w6
V
Z
a
J
Lu
v+
J
toZ
Z
S�
C-03
Int Number HousingType Allowable lmpewlous(III
176 Detached 4,500
177 Detached 4,500
178 Detached 4,500
179 Detached 4,500
ISO Detached 4,500
181 Detached 4,500
182 Detached 4,500
183 Detached 4,500
184 Detached 4,500
185 Detached 4,500
186 Detached 4,500
187 Detached 4,500
188 Detached 4 500
189 Detached 4 500
190 Detached 4,500
191 Detached 4,500
192 Detached 4,500
193 Detached 4,500
190 Detached 4,50D
195 Detached 4,500
1% Detached 4,500
197 Detached 4,500
198 Detached 4,500
199 Detached 4,500
CONCRETESIDEWALK
ASPHALT PAVEMENT
PERBMETERYARD
' STREETLIGHT
SIGN
® WHEELCHAIR RAMP
® MAILBOx KIOSK
— - — ROADWAY CENTER UNE
-- LOT LINE
RIGHT OF WAY LINE
_-----_ SETBACK LINE
EASEMENT LINE
YARD SETBACK
—z— FENCE LINE
444. ZONING LINE
PHASE LINE
VALLEY CURB &GUTTER
STANDARD CURB &GUTTER
SPILL CURB & GLITTER
SITE KEY PLAN
SCALE:1 W =40 FT
40 20 0 40' SIT
SCALE IHORON�FAL
NOT FOR CONSTRUCTION
w6
V
Z
a
J
Lu
v+
J
toZ
Z
S�
C-03

J I 1
- _ L----_ _
e I LOT /
� 1 182
,30N9OT 20 PRIVATE
I os Ac. DRAINAGE fASPMcN
-
8 II LOT
II 181 /
12164 W. /
I 028 X. /
J— --- _
-
E ��__--_ _ --j N
Q
B I I LOT
E I � 180
II HaaeOFr.
I � D2rat.
LL--_ ---- __
--- _-0
e 40
�I LOT L
179 !OI
I 11rA8C.
I
—EASEMENT
e I i
I I I 178
I I' "MOBOFT. 7r PRAM
027AC
LI L __ — 1
I
r _ — �
1 I LOT
I 177 j i
I 11531 SOFT. I E
L I RETANID DXAC.
wALL �1
DR PRIVATE I
I DRMAaB EABBABN7
I� I 178 I
15MBSOFr. p
03SAO I L°
�_j SPTRROU3IFft
YARD
_Lys N 24
l
-I� rPGBL�D.RM/�+GATpN _ -- - -----------------
- • ---- ----- 49+00
'. 6BNE WE / / --- NAE r �- ! -
A2G11TTER). _
Irmwe-42«00
A
—� -
Is
�RpAO
_Y 8 R1�µAL
4i0► -L v
IY'ni
Mir N2r 11- 11
630 SEANCE WOOD T-2.-
LOT
T NNATEDRAINNGE
EASEMENT 196
(S I 1193SOFT. 1
QAAQ
L- -- __-
ZZ:-.-------- �9
3C VALLLT' TBA W_ - _ �- - - �.
1 i cUSBAGUTE6 -,
f R LOT
19
131nSOFT. —
I GRAC, I I
Ir------ - --
I LOT
198 I S-TYPEA
A7219oFr. I 'BB� PERNETERYARO
I O32AO I
L-----_----_—
r------_---
i I
I
I LOT I
15111 SOFT. II '
0.37n. D'VFRIIGLCURBB GViTE
I DTROA CU6 TO
MCOTD'VERTIGU.CURBJ
(IMPS
[VARIASUE�PVBUC 'TE TOPROPD®ASPHATFXOMTHNES -
AGWFMYPROJECF-COORONATEWrT11 ADACBR
-- GREEMMAYEASEMENT PROPERTYOMER -.
MEW
DISTANCE TRANCE +O CONC. t —
. GREEN AV
M
�RUPFT�
NE
OF
ztAm
LANE -i
LILY
ICA TO BOC)
LINE TABLE
CURVE TABLE
R
— — –_1
MATCHLINE
_ I----t�-_—_—�—�------RISER
LDOEHBLWAY SIM
B1Cfi82B4
L28
MOOIE HILL WAY 21TMS
TO SHEET C-03
I
194 ) �I
SIV42um
Ii I
11818SOFT.
94•M311I
N /
nm AG
NAO48Bi4
L90
IECNLOW AgGE GIVE 111.0
"Il*4n4
Lu
SFARIE WOODIRAL /1721'
BBfi•A2PE
/----_-----_-
-- I
END OF ROAD MARKERS W/•FUTURE
/
RETAINASWAL - - -
ROAD EXTENSION' SIGN (PER TONS
BSD
LOT
DETAIL HS353)440TE THAT THIS
-P 1XRICaETE
51DrlAV1
195 30' VAUFY , -
BARRICADE WILL NOT BE REQUIRED
IF THALES CONSTRUCTION IS
211
M19 ssurl€R
COMPLETED.
`-
11305SOFT..
WAS 5227 Gin
R3P
SCONCRET
NN'n32E
07
bDBYAIHt
5228 5221' 1 Mn I
231
CTT
_ N
3.00 - _•
� sr 11AOp
I
Detached
Mir N2r 11- 11
630 SEANCE WOOD T-2.-
LOT
T NNATEDRAINNGE
EASEMENT 196
(S I 1193SOFT. 1
QAAQ
L- -- __-
ZZ:-.-------- �9
3C VALLLT' TBA W_ - _ �- - - �.
1 i cUSBAGUTE6 -,
f R LOT
19
131nSOFT. —
I GRAC, I I
Ir------ - --
I LOT
198 I S-TYPEA
A7219oFr. I 'BB� PERNETERYARO
I O32AO I
L-----_----_—
r------_---
i I
I
I LOT I
15111 SOFT. II '
0.37n. D'VFRIIGLCURBB GViTE
I DTROA CU6 TO
MCOTD'VERTIGU.CURBJ
(IMPS
[VARIASUE�PVBUC 'TE TOPROPD®ASPHATFXOMTHNES -
AGWFMYPROJECF-COORONATEWrT11 ADACBR
-- GREEMMAYEASEMENT PROPERTYOMER -.
MEW
DISTANCE TRANCE +O CONC. t —
. GREEN AV
M
�RUPFT�
NE
OF
ztAm
LANE -i
LILY
ICA TO BOC)
GENERAL NOTES:
1. BBOREYOU DD,§L. CNLTIE NC WE4WICENTER AT 14pG11TI11Y.11'2 TIE GW, EX6TID
ORfIES Rr BROWNFR011 THE BESTAVANANE MONMMIrI NDMEAPPROANATE R 6 THE
CONTRACTORS RESPONSMM TO VERIFY THESE AND OTHER UTBRES BEFORE STARTING
CONSTRUCTION,NOTFY MTT ILOOANO TOIMPANY(ONE CALL ®14D4344N8)OR 11WHRIAL
U DM48E FOR UNDERGROUND LOCATIONS AT LEAST 4 HOURS N ADVANCE.
2 NL DIMENSIONS ARE N FEET AM TO BACK OF CUM UA®S OTHEISY6E NOTED.
I NL SITE ELEMENTS ARE PERPENDICULAR TO EACH OMER UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL CONTACT ATL OWNERS OF H°EYBRS. RDNTOFMAVS AM UTITE& PUBLIC
D PRIVATE. BIGOREWORWG IN THESE MEAS.
S. PROTECT ANL PROPERTY MONUMENTS AMID PNS. MOMABRB AND PNS THAT WILL BE DISTURBED
DUBUC COMSTRUCiDN SHOAL SE REFERENCED AND REPLACED BY A LCMH LAND RIRVEMN AT
THE COST OF 11E CONTRACTOR.
S. CONTRACTORSIY4IKW AINTIESTENOXHC 6VYDATNTWTNUGEHNDTEPUNCWILLBE
PROTECTED FROM NARY W ADJIEED PROPERTY PROTECTED FROM OAMIGE
T. COTN.GTOR URBMM T ADDEB6SmONT1ESITEtA"CMFLETDNOFTEE
PROJECTAIDATLEASTONCEAWEEKDLWNG CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY DISTNB RBI ANDAXL MATFAAL DUE TO
CONSTRUCTION OPERATIONS. ALL STREET SURFACES. UULm' POLES, CULVERTS. DITCHES. CURB INC
GUIIER OR OTHER STRUGTUES THAT ARE DOST RNE0OA WA44E0 N ANI MANNER AS A RESULT OF
CONSTRUCTION 8441 BE REPLACED OR REPAIRED BY THE CONTRACTOR N ACCORDANCE MM THE
APPROPRIATE SPEGECATIONS,
P. F DEPARTURES FROM THE DRAWMGi OR SPECIFICATIONS ARE DEEM NECESSARY BY TME
CONTRACTOR. DETAILS OF SUCH DEPARTURES AND REASONS TMERSDF SMALL BE NDNTFD N
WRITING TO THE FACILITY DESIGNER FOR REVEW. NO DEPARTUEB FROM THE CONTRACT DOCUMBRS
WILL BE AUUITMD WIRDU T APPROVAL w TIE FAARY OEBMK
D.ANT AND ALL QUANTITIES SNMN OR NED P1ON THE PLANS ARE FOR EIDIATDN PURPOSES DAY.
11. APPROYN. W THE PLAN 6 NOT NNAUMORWTION TO DRAW ADJACENT PROPERTIES. WHEN FEUD
CONDITIONS WARRANT OFFBTE (HADD. PERMISSION MET BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS
12 WHERE EIGHT TRIANGLES ARE LOCATED OUTSIDE OF TIE PUBLIC RIGHT OF MY, A MGHT DISTANCE
EASEMENTWLLEE REOARm.
13. ADYCEM ROADWAYS Witt BE REARED TO BE UONTED PRIOR TO THE FIRST CERTpCATE OF
OCCUPANCY AND NT WN. ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR + YEAR
WARRANT.
MFNALPGTM3AY NOTRFLORDED UM KNOW NBPECTIDN 6 COMILETE
15. A PREGONSTRUCTDN LEEODWIM TETOWNCOHSINILIRN INSPECTOR AND ENNRNAENTA.
DDIEFRjTF1EK B-")WLLBEREOLWJMBEFOREBEGU"ATTCOLSTF4Jn .
fflMPORTANT DRIVEWAY NOTE:
LOTS SlMLL MEET MINIMUM DRIVEWAY LENGTHS OF 2P FOR
LE WIDTH OR 25 FOR DOUBLE WIDTH.
LOT IMPERVIOUS AREA SCHEDULE
Lot Number
LINE TABLE
CURVE TABLE
NAME
ROADWAY LENGTH
DIRECTION
LM
LDOEHBLWAY SIM
B1Cfi82B4
L28
MOOIE HILL WAY 21TMS
S4'M31'9/
LIT
MARE HILL WAY SO2,
SIV42um
LM
MDOREHLLWAY 4080'
94•M311I
LM
IMOWRD(MLANE 7080
NAO48Bi4
L90
IECNLOW AgGE GIVE 111.0
"Il*4n4
Lu
SFARIE WOODIRAL /1721'
BBfi•A2PE
LM
SEARLEWOOOTRAL I SIX
N14.16824
GENERAL NOTES:
1. BBOREYOU DD,§L. CNLTIE NC WE4WICENTER AT 14pG11TI11Y.11'2 TIE GW, EX6TID
ORfIES Rr BROWNFR011 THE BESTAVANANE MONMMIrI NDMEAPPROANATE R 6 THE
CONTRACTORS RESPONSMM TO VERIFY THESE AND OTHER UTBRES BEFORE STARTING
CONSTRUCTION,NOTFY MTT ILOOANO TOIMPANY(ONE CALL ®14D4344N8)OR 11WHRIAL
U DM48E FOR UNDERGROUND LOCATIONS AT LEAST 4 HOURS N ADVANCE.
2 NL DIMENSIONS ARE N FEET AM TO BACK OF CUM UA®S OTHEISY6E NOTED.
I NL SITE ELEMENTS ARE PERPENDICULAR TO EACH OMER UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL CONTACT ATL OWNERS OF H°EYBRS. RDNTOFMAVS AM UTITE& PUBLIC
D PRIVATE. BIGOREWORWG IN THESE MEAS.
S. PROTECT ANL PROPERTY MONUMENTS AMID PNS. MOMABRB AND PNS THAT WILL BE DISTURBED
DUBUC COMSTRUCiDN SHOAL SE REFERENCED AND REPLACED BY A LCMH LAND RIRVEMN AT
THE COST OF 11E CONTRACTOR.
S. CONTRACTORSIY4IKW AINTIESTENOXHC 6VYDATNTWTNUGEHNDTEPUNCWILLBE
PROTECTED FROM NARY W ADJIEED PROPERTY PROTECTED FROM OAMIGE
T. COTN.GTOR URBMM T ADDEB6SmONT1ESITEtA"CMFLETDNOFTEE
PROJECTAIDATLEASTONCEAWEEKDLWNG CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY DISTNB RBI ANDAXL MATFAAL DUE TO
CONSTRUCTION OPERATIONS. ALL STREET SURFACES. UULm' POLES, CULVERTS. DITCHES. CURB INC
GUIIER OR OTHER STRUGTUES THAT ARE DOST RNE0OA WA44E0 N ANI MANNER AS A RESULT OF
CONSTRUCTION 8441 BE REPLACED OR REPAIRED BY THE CONTRACTOR N ACCORDANCE MM THE
APPROPRIATE SPEGECATIONS,
P. F DEPARTURES FROM THE DRAWMGi OR SPECIFICATIONS ARE DEEM NECESSARY BY TME
CONTRACTOR. DETAILS OF SUCH DEPARTURES AND REASONS TMERSDF SMALL BE NDNTFD N
WRITING TO THE FACILITY DESIGNER FOR REVEW. NO DEPARTUEB FROM THE CONTRACT DOCUMBRS
WILL BE AUUITMD WIRDU T APPROVAL w TIE FAARY OEBMK
D.ANT AND ALL QUANTITIES SNMN OR NED P1ON THE PLANS ARE FOR EIDIATDN PURPOSES DAY.
11. APPROYN. W THE PLAN 6 NOT NNAUMORWTION TO DRAW ADJACENT PROPERTIES. WHEN FEUD
CONDITIONS WARRANT OFFBTE (HADD. PERMISSION MET BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS
12 WHERE EIGHT TRIANGLES ARE LOCATED OUTSIDE OF TIE PUBLIC RIGHT OF MY, A MGHT DISTANCE
EASEMENTWLLEE REOARm.
13. ADYCEM ROADWAYS Witt BE REARED TO BE UONTED PRIOR TO THE FIRST CERTpCATE OF
OCCUPANCY AND NT WN. ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR + YEAR
WARRANT.
MFNALPGTM3AY NOTRFLORDED UM KNOW NBPECTIDN 6 COMILETE
15. A PREGONSTRUCTDN LEEODWIM TETOWNCOHSINILIRN INSPECTOR AND ENNRNAENTA.
DDIEFRjTF1EK B-")WLLBEREOLWJMBEFOREBEGU"ATTCOLSTF4Jn .
fflMPORTANT DRIVEWAY NOTE:
LOTS SlMLL MEET MINIMUM DRIVEWAY LENGTHS OF 2P FOR
LE WIDTH OR 25 FOR DOUBLE WIDTH.
LOT IMPERVIOUS AREA SCHEDULE
Lot Number
Hoosin Type
CURVE TABLE
176
Detached
4,500
NAME
ROADWAY RADIUS
ARC OHIOTR TANGENT
LENGTH LENGM LENGTH
ADDLE
ORNATE
EXTERNAL
DISTANCE
CHORD
DIRECTION
CI1
MOORE IML WAY 205OP
Ss2a 55.11' 2721'
+2B
im
83.14814
C12
MODE RLL WAY 20BAD
10.22 401E MIT
an
021
BHrD4,W
C13
MOOHEHILWAY 2WW
1612 4a1B MIT
GAN
O.N'
slov4
C4
MOOIE HILL WAY M&W
33588' MGAW VS=
BSD
I&72
S4TZ2'D4
Cls
BEDUINRIDGEIAtE 15OD
BS.3r ISIS 0"
211
SN'
N21•IBIrE
CISBFARIEWO
KITNNL 15020
WAS 5227 Gin
2M
238
NN'n32E
07
BEANIE WTAAA IDSL
OOD
5228 5221' 1 Mn I
231
2_,
4,50D
GENERAL NOTES:
1. BBOREYOU DD,§L. CNLTIE NC WE4WICENTER AT 14pG11TI11Y.11'2 TIE GW, EX6TID
ORfIES Rr BROWNFR011 THE BESTAVANANE MONMMIrI NDMEAPPROANATE R 6 THE
CONTRACTORS RESPONSMM TO VERIFY THESE AND OTHER UTBRES BEFORE STARTING
CONSTRUCTION,NOTFY MTT ILOOANO TOIMPANY(ONE CALL ®14D4344N8)OR 11WHRIAL
U DM48E FOR UNDERGROUND LOCATIONS AT LEAST 4 HOURS N ADVANCE.
2 NL DIMENSIONS ARE N FEET AM TO BACK OF CUM UA®S OTHEISY6E NOTED.
I NL SITE ELEMENTS ARE PERPENDICULAR TO EACH OMER UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL CONTACT ATL OWNERS OF H°EYBRS. RDNTOFMAVS AM UTITE& PUBLIC
D PRIVATE. BIGOREWORWG IN THESE MEAS.
S. PROTECT ANL PROPERTY MONUMENTS AMID PNS. MOMABRB AND PNS THAT WILL BE DISTURBED
DUBUC COMSTRUCiDN SHOAL SE REFERENCED AND REPLACED BY A LCMH LAND RIRVEMN AT
THE COST OF 11E CONTRACTOR.
S. CONTRACTORSIY4IKW AINTIESTENOXHC 6VYDATNTWTNUGEHNDTEPUNCWILLBE
PROTECTED FROM NARY W ADJIEED PROPERTY PROTECTED FROM OAMIGE
T. COTN.GTOR URBMM T ADDEB6SmONT1ESITEtA"CMFLETDNOFTEE
PROJECTAIDATLEASTONCEAWEEKDLWNG CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY DISTNB RBI ANDAXL MATFAAL DUE TO
CONSTRUCTION OPERATIONS. ALL STREET SURFACES. UULm' POLES, CULVERTS. DITCHES. CURB INC
GUIIER OR OTHER STRUGTUES THAT ARE DOST RNE0OA WA44E0 N ANI MANNER AS A RESULT OF
CONSTRUCTION 8441 BE REPLACED OR REPAIRED BY THE CONTRACTOR N ACCORDANCE MM THE
APPROPRIATE SPEGECATIONS,
P. F DEPARTURES FROM THE DRAWMGi OR SPECIFICATIONS ARE DEEM NECESSARY BY TME
CONTRACTOR. DETAILS OF SUCH DEPARTURES AND REASONS TMERSDF SMALL BE NDNTFD N
WRITING TO THE FACILITY DESIGNER FOR REVEW. NO DEPARTUEB FROM THE CONTRACT DOCUMBRS
WILL BE AUUITMD WIRDU T APPROVAL w TIE FAARY OEBMK
D.ANT AND ALL QUANTITIES SNMN OR NED P1ON THE PLANS ARE FOR EIDIATDN PURPOSES DAY.
11. APPROYN. W THE PLAN 6 NOT NNAUMORWTION TO DRAW ADJACENT PROPERTIES. WHEN FEUD
CONDITIONS WARRANT OFFBTE (HADD. PERMISSION MET BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS
12 WHERE EIGHT TRIANGLES ARE LOCATED OUTSIDE OF TIE PUBLIC RIGHT OF MY, A MGHT DISTANCE
EASEMENTWLLEE REOARm.
13. ADYCEM ROADWAYS Witt BE REARED TO BE UONTED PRIOR TO THE FIRST CERTpCATE OF
OCCUPANCY AND NT WN. ROADWAYS MUST BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR + YEAR
WARRANT.
MFNALPGTM3AY NOTRFLORDED UM KNOW NBPECTIDN 6 COMILETE
15. A PREGONSTRUCTDN LEEODWIM TETOWNCOHSINILIRN INSPECTOR AND ENNRNAENTA.
DDIEFRjTF1EK B-")WLLBEREOLWJMBEFOREBEGU"ATTCOLSTF4Jn .
fflMPORTANT DRIVEWAY NOTE:
LOTS SlMLL MEET MINIMUM DRIVEWAY LENGTHS OF 2P FOR
LE WIDTH OR 25 FOR DOUBLE WIDTH.
LOT IMPERVIOUS AREA SCHEDULE
Lot Number
Hoosin Type
Allowable lm Tloos SO
176
Detached
4,500
177
Detached
4,500
178
Detached
4,500
179
Detached
4,500
ISO
Detached
4,500
181
Detached
4,500
182
Detached
41500
183
Detached
4,500
184
Detached
4,500
185
Detached
4,500
186
Detached
4,500
187
Detached
4,500
188
Detached
4,500
189
Detached
4,500
190
Detached
4,500
191
Detached
4,90D
192
Detached
4,50D
193
Detached
4,500
194
Detached
4,500
1%
Detached
4,500
196
Detachetl
0.500
197
Detached
4,500
198
Detached
4,500
199
Detached
4,500
INTERSECTION 6KGHT DISTANCE CALCULATED PER TOMS SPEGWICAI IONS 7.U- IABIt 4T
SUBDIVISION! STREET -30 MPWTD MPH A 100' (2 LANES) = 300'
DRIVEWAY 81-(40 MPH 110 MPNI1120' (4 LANES) =480
DRIVEWAY 82-(40 MPH N IO MPFQ R 100' (21ANES) =400
MP
• DRNEWAY83-(4OH/10MPH)II2R(41ANES)=4NW
LEGEND
CONCRETE SIDEWALK
ASPHALT PAVEMENT
PERIMETER YARD
' STREET LIGHT
SIGN
®
WHEELCHAIR RAMP
® MAILBOX KK)SK
- — ROADWAY CENTER LINE
-� LOTLINE
RIGHT OF WAY LINE
- - - - - - - SETBACK LINE
EASEMENT UNE
YARD SETBACK
-X- FENCE LINE
ZONING LINE
w .. . PHASE LINE
VALLEY CURB 6 GUTTER
STANDARD CURB & GUTTER
SPILL CURB & GUTTER
Ns.
CAR.A i
SCALE:I IN=40 FT
40 28 0 40' BO'
SCALE N FEET
HORIZONTAL �7iA"VIIfgN\`'
NOT FOR CONSTRUCTION
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SIGHT DISTANCE TRIANGLE TABLE
POSTED SPEED DESIGN SPEED DRIVER EYE
STOPPING NOWT
STREETTYPE
(MKT! (MITI OBIAMDES,UFT)
DISTANCE,arlFl)
SUBDIVISION
25 30 15
DO
110LLYLPRNGBNEW HLL
33 40 18
SIS-OINEWAYN
(T10ROIKNFAREI
470. DRIVEWAYV
INTERSECTION 6KGHT DISTANCE CALCULATED PER TOMS SPEGWICAI IONS 7.U- IABIt 4T
SUBDIVISION! STREET -30 MPWTD MPH A 100' (2 LANES) = 300'
DRIVEWAY 81-(40 MPH 110 MPNI1120' (4 LANES) =480
DRIVEWAY 82-(40 MPH N IO MPFQ R 100' (21ANES) =400
MP
• DRNEWAY83-(4OH/10MPH)II2R(41ANES)=4NW
LEGEND
CONCRETE SIDEWALK
ASPHALT PAVEMENT
PERIMETER YARD
' STREET LIGHT
SIGN
®
WHEELCHAIR RAMP
® MAILBOX KK)SK
- — ROADWAY CENTER LINE
-� LOTLINE
RIGHT OF WAY LINE
- - - - - - - SETBACK LINE
EASEMENT UNE
YARD SETBACK
-X- FENCE LINE
ZONING LINE
w .. . PHASE LINE
VALLEY CURB 6 GUTTER
STANDARD CURB & GUTTER
SPILL CURB & GUTTER
Ns.
CAR.A i
SCALE:I IN=40 FT
40 28 0 40' BO'
SCALE N FEET
HORIZONTAL �7iA"VIIfgN\`'
NOT FOR CONSTRUCTION
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SEARLE WOOD TR.
GENERAL NOTES:
1. ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE
TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2 BOUNDARY. TOPOGRAPHIC 8 UTILITY INFORMATION 6
BASED ON SURVEY BY TAYLOR LAND CONSULTANTS.
3. WETLANDS DELINEATED BY MITCHELL ENVIRONMENTAL
AND HAVE BEEN USACE CONCURRED AND FEiD
SURVEYED.
4. DELINEATED WERAND AND RIPARIAN BUFFER AREAS
SHALL NOT BE CLEARED, DRANAGE, OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US
ARMY CORPS OF ENGINEERS AND MCDENR4YAU
5. ANY ACTIVITY IN CFRB ZONE 1 OR ZONE 2 SUFFERS SMALL
BE IN ACCORDANCE WITH SECTION 7.118 OF THE TOWN OF
HOLLY SPRINGS UDO.
6. TREE PROTECTION FENCING SHWl BE PROVIDED ALONG
ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
7. 20' SEWER EASEMENTS SHALL BE CENTERED ON ALL
SANITARY SEWER PIPE LOCATED OUTSIDE OF STREET
RIGHT OF WAYS.
8. UTILITY PIPE SIZES 8 LOCATIONS ARE PRELNAINARY AND
SHALL BE FINALIZED DURIIO CONSTRUCTION DRAWING
REVIEW IL APPROVAL,
B. NO FLOOD PIAN EXISTS ON SITE ACCORDING TO FELLA
NMP NUMBER 3720%WW WITH EFFECTIVE DATE OF MAY
2,2006.
10. ALL LOTS SMALL HAVE 314' WATER SERVICES &4 SEWER
SERVICES WITH CLEANOUT& ALL WATER SERVICE TAPS
SHALL BE 34' BRASS CORPORATION STOPS TO COMPLY
WITH TOWN OF HOLLY SPRINGS STANDARDS.
11. ALL PROPOSED SANITARY SEWER MAWS SHALL BE S' PVC
DR DIP. REFER TO PLAN AND PROFILE DRAWINGS FOR
MATERIALS. MINIMUM BURIAL DEPTH 6 54• FROM
MEASURED FROM TOP OF SUBGRADE
12. ALL PROPOSED WATER MAINS SHALL BE 8' AND B' DIP.
MATERIALAND SIZE TO BE VERIFIED DURING THE CD
PROCESS. MINIMUM BURIAL DEPTH 6 36' MEASURED
FROM TOP OF SUBGRADE.
13. ALL PROPOSED RECLAIMED WATER MANS SHALL BE 6'
C90D PVC. PIPING SHALL BE COLOR CODED PURPLE.
PANTONE 522 MATERIAL AND SIZE TO BE VERIFIED
DURING THE CD PROCESSJINMUM BURIAL DEPTH 6 4,'
MEASURED FROM FINISHED GRADE
14. THIS PIAN 6 SUBJECT TO REVISION DURING THE
CONSTRUCTION DRAWING REVIEW PROCESS FOLLOWING
HOLLY SPRINGS TOWN COUNCIL ACTION.
15. ALL PROPOSED POWER LINES SMALL BE INSTALLED
UNDERGROUNDD, THIS COORDINATION HAS BEEN INITIATED
WITH DUNE ENERGY.
18. ALL NATURAL GAS LIES SMALL BE INSTALLED
UNDERGROUND. COORDINATION WITH PSNC HAS BEEN
INITIATED.
17. FSE FLOW TEST CONDUCTED BY BASS, NIXON 6
KENNEDY ON ilWMI4. AND ASSOCIATED FIRE
PROTECTION ON 0727/16.
WALE:1 IN • 80 FT
80 4I 0SCALE IN EET
80' 180'
HORIZONTAL
NOT FOR CONSTRUCTION
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SEARLE WOOD TR.
GENERAL NOTES:
1. ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE
TOWN OF HOLLY SPRINGS STANDARD SPECIFICATIONS
AND DETAILS.
2 BOUNDARY. TOPOGRAPHIC 8 UTILITY INFORMATION 6
BASED ON SURVEY BY TAYLOR LAND CONSULTANTS.
3. WETLANDS DELINEATED BY MITCHELL ENVIRONMENTAL
AND HAVE BEEN USACE CONCURRED AND FEiD
SURVEYED.
4. DELINEATED WERAND AND RIPARIAN BUFFER AREAS
SHALL NOT BE CLEARED, DRANAGE, OR OTHERWISE
DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US
ARMY CORPS OF ENGINEERS AND MCDENR4YAU
5. ANY ACTIVITY IN CFRB ZONE 1 OR ZONE 2 SUFFERS SMALL
BE IN ACCORDANCE WITH SECTION 7.118 OF THE TOWN OF
HOLLY SPRINGS UDO.
6. TREE PROTECTION FENCING SHWl BE PROVIDED ALONG
ALL VEGETATED RIPARIAN AND VEGETATED PERIMETER
BUFFER AREAS.
7. 20' SEWER EASEMENTS SHALL BE CENTERED ON ALL
SANITARY SEWER PIPE LOCATED OUTSIDE OF STREET
RIGHT OF WAYS.
8. UTILITY PIPE SIZES 8 LOCATIONS ARE PRELNAINARY AND
SHALL BE FINALIZED DURIIO CONSTRUCTION DRAWING
REVIEW IL APPROVAL,
B. NO FLOOD PIAN EXISTS ON SITE ACCORDING TO FELLA
NMP NUMBER 3720%WW WITH EFFECTIVE DATE OF MAY
2,2006.
10. ALL LOTS SMALL HAVE 314' WATER SERVICES &4 SEWER
SERVICES WITH CLEANOUT& ALL WATER SERVICE TAPS
SHALL BE 34' BRASS CORPORATION STOPS TO COMPLY
WITH TOWN OF HOLLY SPRINGS STANDARDS.
11. ALL PROPOSED SANITARY SEWER MAWS SHALL BE S' PVC
DR DIP. REFER TO PLAN AND PROFILE DRAWINGS FOR
MATERIALS. MINIMUM BURIAL DEPTH 6 54• FROM
MEASURED FROM TOP OF SUBGRADE
12. ALL PROPOSED WATER MAINS SHALL BE 8' AND B' DIP.
MATERIALAND SIZE TO BE VERIFIED DURING THE CD
PROCESS. MINIMUM BURIAL DEPTH 6 36' MEASURED
FROM TOP OF SUBGRADE.
13. ALL PROPOSED RECLAIMED WATER MANS SHALL BE 6'
C90D PVC. PIPING SHALL BE COLOR CODED PURPLE.
PANTONE 522 MATERIAL AND SIZE TO BE VERIFIED
DURING THE CD PROCESSJINMUM BURIAL DEPTH 6 4,'
MEASURED FROM FINISHED GRADE
14. THIS PIAN 6 SUBJECT TO REVISION DURING THE
CONSTRUCTION DRAWING REVIEW PROCESS FOLLOWING
HOLLY SPRINGS TOWN COUNCIL ACTION.
15. ALL PROPOSED POWER LINES SMALL BE INSTALLED
UNDERGROUNDD, THIS COORDINATION HAS BEEN INITIATED
WITH DUNE ENERGY.
18. ALL NATURAL GAS LIES SMALL BE INSTALLED
UNDERGROUND. COORDINATION WITH PSNC HAS BEEN
INITIATED.
17. FSE FLOW TEST CONDUCTED BY BASS, NIXON 6
KENNEDY ON ilWMI4. AND ASSOCIATED FIRE
PROTECTION ON 0727/16.
WALE:1 IN • 80 FT
80 4I 0SCALE IN EET
80' 180'
HORIZONTAL
NOT FOR CONSTRUCTION

LOCATION OF SANITARY SEWERS IN RELATION TO WATER AND STORM SEWERS:
A SEWERS SNLLL BE LADATLEABT VFW HO@.ONTALLY FROMANY EASTWOR PROPOSED WATER WR THE DMiANCE ANAL SE MEASURED
EDGETO EDGE N CASES WIe3E RIS NOT PMCMALTOMM RJNA 10 FOOTSEPARATION, TIEAPPROPRMTEREVEVAIDAGENCY MOR END
WY ALONENATI NOMACASEtI CASE IMBM. F SUPPORTED "DATA FROMTEOM M ENOP EM BUCHOEVNiDN WYNLOW NSTALLAl10N
OFTIESERFRCW891TOAWATFEI,PIOYDEDTNATTKMTFAMWRNAEEPBMTETREMCNORp.WUDMTIIRBEOENfM*W
LOGTEDOMOESEEOTLESEWELNDATAMOL ATCNWTIMTTIEWTTOMMTEWATERMWMATLEABTMNMAWn Tw TOPWTIE
SEWER.
E E IT M YDSBISETOOSMN PROPERMpImONPAL4D VERICM SFPNMTIONAS DEBCPAMAD EOR ANYTIME THE SEWER MOM THE WATER
W^W MWATStWMI SEVERMUBTECONMFMDTMWFEMOAPPECOEELYNOWMNRMLICWATERSUPPLYDESIONSTAWN=) SE
PEBMIRE TEB M M MPNTOASBUEWATBnmmNEN BEFORE BACXFLU a
C. AN NDHYERTICAL SEPARATION NWLBE PRDVM BETWEEN STORM SEWER ANDSARMI' SEWER LNESOR FERROUS MESPEF®.
CRO ISHOR:
A SEWERS CROSSM WATERMANS BMML E LAM TO PROJDE A MNEMVERTCALOMTNICE OF IB NCIES SETWEENTIEONBME OF THE
WATERIMNADTHEOUTBEEOFOESEWER THE CROSSPD SHALL BE AMiNOEDSO THAT THESEWER JONES WLLSEEOMWANTAHD AS FMAB
POSSIBLE FROM THE WATER INN JOINTS.
L WHEN R M MW98BLETOM M PROPERHDRUWALANDVERCX SEPARATION AS BTPIAAIFDABOVE. OEOFTE FOLLOWING
IETFNOSMUSTSE 9PECFi®
L THEEWERSNMLEDFSMOF®ADCOMTRWMOFFEMOBPPEAIDNWLEPAEERPETFETEDAT1UMMASNAE
WAIEtTI NRFl6 PRIORTO SAEJPLLRNG. OR
L ERIE! TIE YMTSI \ABHOR TE SEWER LBM MY E ENCASED NA WATOM)W CURER PPE WWW EKISDS 10 FEET M BOTH
SUES O THE CROSIq.IFANREO PBV%DCMM TO TIEVMTSM MAN. THE CARRERPPEDNLL E O WTSWLSAPPIIOIFD W RIE
RKCAAATOWAENLYO'UENWATER WNCOOTRUCTDM
STORMWATER MANAGEMENT
BMP R3
CLAIMED WATER SEPARATION REOUIREMENTS:
A RECLAIMED WATER MAW SHA LSE IAP WIINAT LEAST 10FETNORFONTM SEPARATION FROII
EDBTND POTABLE WATER URNS -MEASURE) LATERALLY EDGE TO EDGE UNLESS TIE ELEVATION OF
THE TOP OF THE RMLAMED MTR MAN MAT LEAST M INCHES BEIDW INE BOTTOM OF THE
POTAMEWATER WIN.YPRHANORODNT&SMUTIOMOFATLEABTDFEET.
0. WHE EA RMLAWW WATER"AN D POTABLE WATER IANCROSS. AND TEVE TICAL
SFPERATDN E LESS THIN MMJ69OR TIE PEC%ABED WATER LAN PASMA90YE THE POTAME
YMTBIWRBDTITEPOTAMEWATStWNADTHEPEDALEDWATERNWMe SEDUCTILE
IRON WFEATLEABT ONE WHOLE PIPE LSSTH FROM THECROB9D PONT WRHJOMTS EOVNNSNT
TO WATER YIPI ITAMIV O6.
F RECUR MTERMIRMSNOUDOILYCROSSSNlO $e Mt WI MMTA&EYMM
HARM ATMIAPPAD MARE M DEGREEAMCNUE
D RM'LANED WATER M NIS SNYLSE LAD SDOWWOM SEWER MARS WITHA WRNMYEATB A
SEPERATHON OF 12 OXNE0 WIENA HORQdRU SEPARATION M LESS THANE FEET. UNLESS
OTHERWISE APPIMM BY THE TOWN O HOLLY SPRODa
E SBYSIWRBSIALLBEUEATtE 2FEETLAE YMEAS MEDC#TO®C;EMI-
NCHEB BELOW DSTWOOR PROPOSE RECLAIMED RWM. WHERE SANITARY SEWER CROSSES
RECL4B.EDWINAVSOCM.SFPEMipNMMNCIE9MUSTEA AIEID
30 TYPE'A'
BECKLOW
RIDGE L N .
t to
t
� 1
i
i
RWNENTBO (RLY/)- }
oTOMMInREwIrPLc �'T
•
rMEWJIED WATER
WR
-- ------
MAT_CHU_NE
REFER TO SHEETC-06
GENERAL NOTES:
1. ALLUTLTTYWO•R'RTHINTER•UCF40.OFMYORPUBLCEASEMEFDSDW WMTOWNOF
HOLLY SPO M STAlDNDSANDSPECFICATONa
2 ALLWATERWF6NDSWR NWERWIMNWLLBER,RLFVTLMES.
CONTRACTOR 9HAILO ACTTOMIOFHOLLYSPRWAPNDRTOFMHNOCONNOT TOAM'
TORN O WSDFFFANWOTLRE
4 COFRICYORCAMDTTNWATER WN6 WRH MAPPROMFMTEWE%IBIBCRPSWOWD
BY NCOEIR PUNLWATSI RIPPLY.
i WATSt\MLIM SHALL DECAABBDOPIAW. AWWACI•AND 0131 WITH PLAN dMJOMISIA.W.AWYM
Ci11f.DIP SWLLECEYSO�IORTAR U ADSEAIFDRTHSRIINOSWTERMLLAM.ANMW
C104. ALLBUREDPPEOVUMW MMRMDIMDR "COATNO" NYWACUI.P•ISM
BOBAL DEPS FOR WATER INR M O RAM FROM THE BOTTOM OF NBGRAM ALL WATER WNW
TDLOTSRA MWTYPEWS COPPMWM"BUIWLO&THFORWATERSBMCESEN
ECHES.
a SARRARY SEWERMAINSSWiI BE STRMPVC OR CLASS SO DP PIMRCN JOIFTS IAW.AWWACIN
AND CRsI WHEN NOTED. DP INWL BE LEED WITH PROTECTO DI CERA K, MW OR AFPRO/EU
EQUAL ALL CLWTARY SEABEE SINSM TO LOTS SHALL BE r SCH4 NG
i.
RECLAIMED WATER MAIN PALL ECHO POC U.W. AWNA ceea ALL PIC SUFPUET PpMO SIAL BE
COLOR CODED RUE, PANIOIE 9L MINIMUM NAML O&T1 MR RE IAIEO WATER EW EN
MCIES FROM FINISHED SPADE AU. RECLAIMED MYER SEWERS M LDTS DLMLE r POLYETWUM
SFFMCE PlIN SEMCE PNET SIAL E COOT CODED PURPLE PAMIOE SM MALUM KARML
DEPTH FOR REGRIND WATER SERVICES M N ACHES, PPE DBIRRATCN FOR ALL MASS AN
SERACES SHALL INCLUDE T E WOROB T.A1R10N-RECLAIMED WATER DO NOT OMR,.
A WHEN A NONORAWIYUILITYIEETSAORAWEYU .TMWONOAYFIYURDYWSTE
ADAISTED TO IFET EPAPAl10N REOMBENR.
A AUNCL ALLCPPRDWBTEMTMLEOWRNATRACERWEEAHOWAISBRTAPEMe=RC
MARKER SYSTEM BALLS PER TOWN OF HOLY SPRIGS STANDARDS.
,0. PWATEUIUTESIPOWFR.TELEPHONE.M7LRk GM,MLETAAENOTSHO MYRBPLANI.
TECONTRACTORSHALLCOOROIMTETEWB TCNOFTDEUTLTEIWHENNBTMLNG
PIBLC UnUTEL
,L. ALL RECLAIMED YMTER BLOWOFF 4WES SHAU. DEOMRW TO ITE NEARM LANTTARY SEWER
MANHOLE
IMPORTANT NOTE REGARDING UTILITY CONNECTION TO ADJACENT PROPERTY:
1 UILLTY DESIGN AS•RESRD161MICTDN OF THE ADACENT TNYES ACADEMY WELL HLAPPEM
CONQMBMYWTHSIIEDEIEDPMWOFTNSPNAEEOFTHEIBMEYPROJECT. SNOADTIE
TIALEBAGOHM PROJECTMOT PROCEEDYRTHI THE BABE SCHEDULE FOL SUVALVES AND
TEMPOMRYRDWO ASSBMMWLLEEEOUMEDF 1EODIESTCWATERANDREMANO
WATER SYSTEMSAT THE TERMINUS OF THE VANSON SFARLE WOOD TRAL
2. SIDODTALES ACADEMY PROCEED Y SANITARY SEWER COBTRUCTIONACR09B THE1BMLEY
PROJECT SITE BUM THIS RMUTSITEM CONSTRUCTED, SEWER ERMCES PoNSOE LOTS WILL
EREOLWMMKMLWEDW TAPADDEEVE TEE LOTSAEABFOIO'B:
Lon,ef-teee Lnrs 1ez-IN
MTEIMTWHY,THESESBMUWYEPSTAUEDBYTWLLM AnEWTOTIEBAOOFTIE
PROPOEDWOUOF-TYAYAIDCA MABSIIONNIONTISCOBTRUCTDNDRAWING.
Lt:UtNU:
�«9 FINE HYDRANT ASSEMBLY (FHA)
w GATE VALVE
H TEE
THRUST (REACTION) BLOCKING
•P4 SLOW OFF VALVE
• WATER METER
B RECLAIMED WATER METER
© SACKFLOW PREVENTER
CLEANOUT
® SANITARY MANHOLE
Q FLARED END SECTION
®I ® RISER STRUCTURE
■ CATC14BASIN
■ YARD INLET
WATERLINE
.�—
RECLAIMED WATER UNE
Bs— SANITARY SEWER LINE
STORM DRAIN UNE
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LOCATION OF SANITARY SEWERS IN RELATION TO WATER AND STORM SEWERS:
iD)"
MAWAN
Avw
I PVC RECL.SAD
"TER MAP,
(1)A'G.v.
RI+z OY.
FOP BANRARY SEWER `
SEARLE WOOD TR.
r WCRE:IJAIEO
WATER MAN
MAWAA M'YEIIGN
SBEUIIONAT CROBBN6
PILON BLOW STOMA} ROp.7TS0.,V<.bWMl5CTTO1OWWBY
AD14kMT PROP.OWHEA)
rIZPMRECIAEIEDWATER
I IQOD KIR"
_M_ATCHLINE__
REFER TO SHEET C-07
TEAPONM SOA SIEFER
NOTE TMSEET
BOA -TE TO
MSR TO TH LES
.ETTB ADROBB ,TE
ACADE.IV NDT
000
+ErReTLYO. AWVPIFLLFYBuTLEe
E
�� MADCXARo� f_- 1N 5 EW
141 LL ROAD
MIiT110DI G N
14 O L L Y 5 p RARLA&� TM C RIGHT OF WAY
f
5'd'RECBJNGM
(TOREEHYOUWIA66E1N1r
_. RTO REMABO
1EY/'TAPPNGSIJ£VE
IVNVE
RECLAIMED WATER SEPARATION REQUIREMENTS:
A SEWERS S AU IS IM AT LEAST 10 FEET IMRMONTAUY FRONANY EXSING OR PROPOSED WATER WN TIE DISTANCE SIPU SE MIEWUND
EDOETO®0E NCASESWNERER S NOT PIACICILTO MABITANA IO FOOTSEPANTION, THE APPROPRIATE RIEVENoRI ORNOR DEIq
MYALIOWDEVWTENONACAM BYCMEBAN. F SIPPGRM BY DATAFWEITE DMONE OSSEER. SLICK DEVIATION WYALOW NETALATDN
OF THE SEINER CLOSER TOA WATERMAN PROVIDED THAT TE WATER MAN S MASEPERAIE TRENCH CRON AN U DSTMEED EARTHNHEIF
LOCATED ON ONE SIDE OFTHE SEWER ADATAN EEVATSNSOTMTTTIEWDTT0MOFTE WATER AERN MATLEAST to ACHES ABOVE THE TOP OF THE
SEWER.
W F ITS WORKS TOOSTAIN PROPER WRQONTALA D VERTSII SEPARATION AS 0ESCRSEDAWA OR ANYTIE THE SEWER S OVER THE WATER
LMA. BOTH WATER NARANO SEWER MUST BE CONSTRUCTED OF FERROUS PPECOLPLYNO WITH RISJC WATER & PPLY DFSLIN STANDARDS AMR
MESSMTESTED TOIM M MAOI WATEITWTWEW WORE BACXMLM
C.AMNONYBUMSEPNWTIONSWLBEPROVDERBETYIEEISTONSEwERADUWMRYSEWTNLB MFSMMPPESPECFED.
IXOBSIIDS:
A SEWERSCROBOW WATER MAIN SWIM M LAS TO PROVIDE A iNNNMVETCALDISTANCEOF IB INCHES BETWEEN THE OUTSIDE M ME
WAIERMMAW TEOTSDE OF TE 8LYE0. TEECROUM&MUBEARRANWXSOTATTESV MJONTSROLLBEEOIOSTATADASFM AS
POSSBLEF MYMTERMNJOKM
L WHEN TM IP089ME TO OBTAIN PROPER HORROTN ADVERTIWL RERARATDMAS STPU ATED ABOVE ONE OFTNE FOLLOWING
EETHIOOSILISTBESPECF®
I. THESPNER BMLLBE DRIDED AND CONSIALICT® OF FERROUS RPE AND SHALL BE PPESMSLE MTEDAT TM PM M ASSME
WATEAFWTNESS PRIOR TO SACIDXINO, ON
L ETBtT WATERMINORTMESEWERISEWYBEECASEDNAMTERM CA OPPEWWONETti IOFEETMBOTH
BIDES OF THE CR09MW. WNSURED PEAPEIDCUAR TO THE WATER MVI. THE CARRIER PPE SHAA1 SE OF WTERIALS APPNOM) BY THE
REEOI ATO Y AGENCY OF USE N WATER MN CONSTRWTOL
A REMAAEDWATERMMSILLSELADMMATL TMFEETWROWALSEPMATWNFWM
EISNDPOTANEWATERMIN, MEA&AEDLATERALLYE00ETO®GEV TLELEVATTDNOF
TETOP U THE REC AMM WATER MAN EAT LAST IS MITRES BLOW TIE BOTTOM OF THE
POTALEWATER MAN, WITH WRDOTA SEPARATION OF AT LEAST D FEET.
B.WM IEARECIABEDMTERLWNNDPOMKEWATENWNCROM,ANDTREVFRTIM
SEPEATCNS LESS THAN 18NCIEW OR THE RECIANOTWATEA MN PASSES AIDA TE POTABLE
WATER MN. BOTH THE POTA&E WATER ANMD THE RECLAIMED WATER NNNSH411E DMTIE
BENPPEATLEASTONEWNDLEPPELENGTHMOMTHECROSSINGNWCORMJOKSFOMWA T
TOWATERMANUADAROS.
C. IEDLAIEowAIElMVB SIOUDOMAYCRO&6 SWTARV SEINER MM OR PDTALE WATER
MAIB AT AN APMORNtTE M DEGREE AN&E
D. RECIAIED WATER MBS &IAL BELAD BLOW STOW SEWET MINS WTHAMNSNVERTTCAL
SEPEMTI NOF IS NCNFSWTUN A HOPoWONTASEPARATXN S LESS THAN 0 FEET, 111EESS
OTHMMAPPROVEDBYTETONINa HOLLYSPRWA
E SEM VAMSH MLADATLEABT2F LATERALLYMEUS EONSTOEDCEOX13
MCEESBLOWEVSIIGORPROPOSEREQNAEDMAM. WHERE MMTARY SEWER CROSSES
RECLAIMEDMM.AVERTIONSEP MNMIBACMESMJSTBEMANFANED,
GENERAL NOTES:
I. AUVTLMWORSWMMTEK%ER ff OFWAYORKKEEASE/BOS"UBETOTMNOF
HOLY SPRNU STAIDMOB AM NBFlCAT EN0.
L AUWATERLWMAM&WIMYSeMMN86NAUBERI&DUTWO.
L CONTRACTOR WALL COIRACTTpM OF HOUYSPRIMM MER TO WINO COMEC110NTO ANN
TOWN OWNED INFRASTRUCTURE
1. CONTRACTOR CANNOT TAP WATER WIN WTHOUTAN APPROVED WATER EXTENSION PERMIT EKED
BY NCOEA P W D MIM SIPPIY.
S WATER MANS SLALL BE WAS ■DIP LAW. ANNA CIM AW CISI WON RAH ON JONES NAW. AWVM
CI III. SP WHLALL WECBENTMORTM I/®AW S4ID WON&T1M1W6 MATERIALU.W.AWWA
CML ALWIAIFDPPE&OLL MYEMBMWD M IXOAgRCWTMO UYI. AYMACIBI.LSMN
BURIAL DEPTH FORWATEI MONIS M NM FROM THEbfTO MOF SIRORAOE ALWATER SERVICES
TO LOTS SHNA SE W TYPE W ER)"COPPER. MRIAN TRAIN. DEPTH FOR WATER SERWES IS N
RICIFJL
S SAWARVSENER WMMAU SESDR.ZPVC ORCLAS N DP RAH ON JOINTS IAW.AWWACM
AM)CI WNER NOTED. DP SHALL BE LNEDWITH MOTECTOMI CERAMIC EPDXY ORAPPPDVEO
FONAL. ALL fiAWTARP eEWER BERVIC6IO LOTS 61W11 BE P SCHIAD m
). RECW®WATER MWSHAL N CSB PLC LAW.AWWACNS. ALL WC SIRKED PPBN'SHMLL BE
COLOR CODED PURPLE PANi01EML MONAR11 BUMLDEFTH POR RECLAIMED WATER WN B4
NUFS FROM FINNED ORADENL RECLAMEDMTERSERVCINIM LOTS SCOL BE t'POLYETOTEIE
SENILE PM& SERVICE PPM M W L BE COLOR COD®RAPLF PINT DINE SD. 60MN SUWLL
DERTNFORRMAI WATFA6lNCFSSNMFAFA.PPE�TIDNPo ALLMMM
6ERNC®BHVLNClUOE TE YOM TA ITSN-RECLAWW WATEROO NDTNWW.
E LWENAMN(MWIYVTETYLEMAtlM UfUTY.OEMON-0MWIYVRR LWK
ADACIED TO MET S®ARAIXN REOI/ENDTL
R ALLWNLETALIRCP"G"TBEMTNOMNATAACERWME WNUIDTMEOREECTM
WMERSYPFM& PERTORNMHOLLYSPFOWSTADAROB.
10. MALATE MINES (POWER TBBWNE. MTIIIRAL GAL CAKE TV) ARE NOT SHOWN ON TN RAL
TIE CONTACTOR SROLL COORDINATE THE INSTALLATION OF TOM VRRPS WHEN OWALLM
RELIC UTLTES.
11. ALL REMAINED WATERKOW-0FF VALVES BALL DSCHWOf TO THE WARIEST SANITARY REARDT
MNIME.
IMPORTANT NOTE REGARDING UTILITY CONNECTION TO ADJACENT PROPERTY:
I UIUTY DEPIDN ALSUES CONSTRUCTION OF THE AVACENT TALES ACADEMY WILL HAPPEN
ODWA RIENTY WITM SITE DEVEIOPYENT OF THE PHASE OF THE NERSLEY PROJECT. SKDA.D THE
TONES ACADEMY PROJECT NOT PROCEED WITH THE MILE SCIEW4 FML SM VALVES AND
TEMPORARY BIDW OR ASSEMBLIES WILL. BE R®UPFD FOR TEDORSIC WATER AND RECLAIMED
WATER SYS M ATTETENIfAS OF THE MMONBEARLEwOODIAAL
2 BHOEDTwl3ACAoaIVPRD�N 16CMIAVSCM toNLBTWDTw ACRO66 TTE HEN&IN
PROTECTNIE OKIX TIEPRRAYTSTESCONSIRUCIED.6EWERSERNJSFOR BDME(DTswLL
SE REOUPED 1p SE MTAURD W TAKBDSUEVE. nHEBELDTBAAE AB FOLO•YW:
1DT81DAN 610161KIM
ALM M7MY. TESE SERMCFS WY SE NBTNLED BY TALESACADEMV TOTREMCe OF THE
PROPOSED WW!WAYAW CAPPEDAS SHOWN ON TIISCONSTREICTION DRAWING.
LCVCNU:
M( 3 FIRE HYDRANT ASSEMBLY (RM)
.. TATE VALVE
g TEE
THRUST (REACTION) BLOCKING
... SLOW OFF VALVE
N WATER METER
N RECLAIMED WATER METER
® BACKFLOW PREVENTER
CLEANOUT
® SAARARY MANHOLE
TD FLARED END SECTION
®® RISER STRUCTURE
■ CATCH &ASM
■ YARD INLET
WATER LINE
RECLAIMED WATER LINE
—— SANRARY SEWER LME
STORM DRAM LINE
11 ■�1�
IIS �■
■Ir %/Y
IS

� 1
r
�// \ �\
"HOLLY SPRINGS NEW HILL ROAD
BECKLOW
RIDGE L N .
RETAINING WALL NOTES:
1. ALLRETANNGWALLSSHALLBEMEGHWCALYSTABUMEARMWALLSWITHfi FA X FACE
E T WTEIWLNA1 COLOR OF WALL TO BE DEIEIFEO ATCONSTRUCTION DRAWINGS
Z. ILETAI"WAL SWLLBESTRUCTURALLYDESIOA®BYOIIEAS THECONIRACTORSHALLSUBMTSHOP
OMWNCd OFTE AETAR WALL DESENL SEALED BY A LICENSED PROFESSIONAL ENGINEER, FOR REVIEW
AND APPROVAL PRIOR TO WALL WALLATION.
G. RETAR" WALLS GRPATER TUN 8 FEET N IEI�FT REOURE TIE INBTALLAIIGNDFA W/ARAL CRSAFETY
FENCE IATMN, HEIGHTIAT THE TOP OF THE WALL NACCORDANCE WITH NDRTHCAROLNA BUONG CODE
GENERAL NOTES:
1. NICONSTRUCTLINSMLSENALCONO,WCE TNETOW HOLY 8PRNG65i/NDMo'
BPEG W CANONS ANo OEfAEs.
2 BOINONIY.TOPGC.RAPNOLUTSRY PiFORUAl1GN BBABED ONSiFYFYBYTAVLOR LANA
CANBLITANTS.
} WET.VQ4 DELIIFATED BY u1P1Et1 ENVEOMAEITKAID WVE BEf3l U8ACE CONCUMED ''.
ANO FlELD 9URVEYEp.
1. DEI/FAT®YhILAWAIAWARNNNFTFAAREASBNNLNOTSECLEA .OMNMEOR
DTNFRWI6ENBTIMBEDU W6PEGiFlCJLLYPERMRFDWTIFWA COAPSOF
ENGINEERS AND NCCENR4 .
S ANYACIMW WCRBZONEIONZONEZBIRFEgBWWLBENACCORDNICEWNNSECTON
FAB OF THE TpW10F IgLLY SPRINGS U00.
L TREE PROTECTONFENANG8NI MPRWpEDALWGN1VE UATEONPAPLWANO
VEGETATED PERIMETER BUFFER AREAS.
, BIBTORMEASENETITO SHALL BE CENTERED ON ALL STORM SEWER M LOCATED OVTSIDE OF
STREET RIGHT OF WAYS
L WOMOODPWN EYSTS ON SRE ADCORONG TO FEW WPNIAsER B7N06Np81 WDM
E"WME DATE OF WY 1 XN6,
L PROECT REOLFED TO MEET TOWN OF HOLLY SPRHMNIRGE6 pHABE B POET CONSTRUCTION
STORIANATEA ORDNANCE
UL THIS PLAN 06ULEU TO REVISION O~ THE CONLRUCTON ORAAIHIG REVFW PROCESS
FpLLOWNf HOLLY SPRMGSTOYM CgNLLALTIGH.
11. GRADING AND OTHER URA DBTUIIBINA 4CTNIITE6 ARE ALLOWED ONLY N ZONES CFRBT:
HOWEVER. MERE ACTVTTES LNSTBE PEEORMED N BLOH A WNIER AS TO PREVBR
OAMWETOTIMEROOTSOFREWNNGTREES.TOWNTANTHEFlRATO TIEBUFFER.
ANDNACC ANCENSILASTATE ANA TOWN REGIRATONS.
IZ HOMEOWNER ENMRONIIQliAL EOUCATON PACHE7MUTBE8IL6MITTEDWRHFNBT
CONSTRUCTION DRAWING SUBMmAL.
SCALE: I IN = 60 FT
80' 40' 0 B0' 160'
SCALE N FEET
HORIZONTAL
NOT FOR CONSTRUCTION
do d
C-09

;HLINE
I SHEET C 11
NOTES:
1. BEFORE YOU DIG, STOP. CALL THE NO ONE -CALL CENTER AT 1.800832,1949. ITS THE LAW. EXISTING UTILITIES
ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. R G THE CONTRACTORS
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION, NOTIFY UTILITY
LOCATING COMPANY (ONE CALL @ 18008324949) OR INDIVIDUAL UTIUTY OWNERS FOR UNDERGROUND
LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO TOWN OF HOLLY
SPRINGS STANDARDS AND SPECIFICATIONS,
3. ALL STORM DRAINAGE WITHIN THE RIGHT OF WAY $HALL BE PUBLIC. ALL STORM DRAINAGE OUTSIDE THE
RIGHT OF WAY SHALL BE PRIVATE.
4. STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM DRAINAGE WITH LESS
THAN 2' OF COVER MEASURED FROM SUBGRADE SHALL BE CLASS N RCP.
5. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE M ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM
DRAINAGE TO AVOID CONFLICTS.
S. RIM ELEVATION FOR YARD INLETS (YQ REFERS TO THE CENTER OF THE TOP OF GRATE RM ELEVATION OF
MANHOLES (SDMH) REFERS TO THE CENTER OF THE TOP OF MANHOLE COVER RIM ELEVATION OF CATCH
BASINS (CB) REFERS TO THE CENTER, EDGE OF PAVEMENT GRATE ELEVATION. RIM OF CURB INLETS (CO
REFERS TO THE TOP OF SLAB, EDGE OF PAVEMENT ELEVATION.
7. CUTIFILL SLOPES SHALL BE GRADED ATA MAXIMUM OF 3HIV UNLESS OTHERWISE INDICATED.
& SLOPES IN LOTS ARE SHOWN AT 10111V UNLESS OTHERWISE NOTED
9. NO GRADING EQUIPMENT SHALL BE PERMITTED O"TE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE
TOWN OF HOLLY SPRINGS.
10. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE PER SF LOT IS 4,25D SF. MAXIMUM ALLOWABLE IMPERVIOUS
SURFACE PER SFA LOT IS 2250 SF
11. ALL RIP -RAP IS TO BE INSTALLED WITH NONWOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED
EQUAL).
12. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
13. CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS.
14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFIED CALCULATIONS BY A CERTIFIED NORTH CAROLINA
P.E. FOR SEGMENTAL BLOCK WALL CONSTRUCTION. ALL COMPONENTS OF THE WALL INCLUDING BUT NOT
LIMITED TO BLOCK CONFIGURATION, TIEBACKS, FOUNDATIONS, DRAINAGE LAYER AND WEEP HOLES SHALL
BE INCLUDED. THE RETAINING WALL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
C FLARED END SECTION
RISER STRUCTURE
■ CATCH BASIN
■ YARD INLET
RETAINING WALL ELEVATION
41% FLOW DIRECTION
RIP -RAP OUTLET PROTECTION
—400 MAJOR CONTOUR
STORM DRAIN LINE
MINOR CONTOUR
— — — — — — — INTERMEDIATE CONTOUR
--�---�— DRAINAGE SWALE
® LOT GRADING SPECIFICATION
SITE KEY PLAN
SCALE: 1 IN FT
40' 2D' 0 40' 80'
SCALEIN FEET
HOR120WAL
NOT FOR CONSTRUCTION
V
rvi
V/
v,
J ?
0
X
WD
2 V
tD'^
a-
Q
uu It
ui2
C -1U

i
i i i rn alr,rRCP�-
MATCHLINE
---
----°°'1'11^----- --------
RCP ® --- --- �RTosl�eraTo
° SEARLE
WOOD T R .
cow
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,9LF 16•RCP
'' / QVHr RIP
i/ O+DPTL
CPNM
i
I
,76LF,r RCP
°OSE%
♦TILL ROAD
�� — 'S P R 114 NrTOFwAY
14 O L L'r VARueLEwIDTHraeL
GENERAL NoTEs:
1. KIM YOU MM. CALL TIERC OHE4ALL1EWTIRAT NAHM404L ITS THE LAW. ESRIRO VRMIFSARENIOWR FROM
THEIESTAVAIMIEMOMAIOMNHONEAPFROWATE rt67ECWrRACR RESPOWMRYMVER"THEEANO
OTTERUTLMESMFMSFARfWCONSTRXMKNOMG WCgTWCOWANYMMCALL°,4M4R4/Fn OR
W NDU& UIRPY ONIER6 FOR OIOER°RMAO LOrAMM AT If.TBF N NOME N ADVANCE
x NLNRRYNVRI(rROMTHEREIC RIGTt oFRMrM W1UCEABEIEI/TGGHALLETofaM a,ntir aPRW;e
ST AONOS AND 6/EOMGTpl/.
T. AL 810RY ORANAOEWTHP, THE RIGHT OF MY SHALL E PUBLIC ALL SROM ORANMi OUTSIDE THE FIGHT OF WAY HI,HNL
BE PRIVATE
A STORM DAMMAAE PPIOSHALL E CLASS ■"LWA86 ORERR NOTED. STORM ORAW.GE WITH l THAR ZOF COVER
MEASURED FROM MAGRAOE SHALL E LASS NNP.
E. PRNAlE 11IMfESPOWER,TBBHOIE NAIMALGAR CNLEMARENOT SiIORMOMINE PIAN. THECONTMCTORSHAil
COOROWM TIE NSTAWTM M THOSE UTL fOW EN WAUJW STOMDRANME M AVOCCONWM.
6. RN ELEVATONF YNWW-MO'DREF TOTMCWTERMTIEROPMF TLWELLVATONOFNW+GFSISDMR
REFERS M TIE COPM OF TIE RIP M MANHOLE COVM RM BEVAION OF CATCHSNNS ION REFERSTO THE CEHTER.
EDGE OF PAYBW GRATE EIEVAMA, RM OF CURB WPTS (CO REFERS TO THE TOP OF SVA. EDGE OF PAVEAENT ELEVATI(N.
T. CUTAiL SIDPES SIAL. E GRACED AT A WXSAA, OF OHIV UAESS OTHERWISE NDICATEO.
1.SLOPES N LOTS ARE STORM AT ISH IV IAREGI OTXBNASE HDI®
S NO GRA EOLWtW SHALL E PBOBRED O"TEIMIR A GRADING PEWT HAS BEET IBBUED BY THE TTMM OF HOLY
6PMO5
Q. MAHIMM ALLOWABLE MPBHVIG6NAFACE PER OF LOT 6420 ff. 1AM"ALIOWAEE RPEAVOM SUTACE PBI SFA LOT
Bx250v
11. ALL RP4W 6 TO E WALLIS) WITH NOMMOREII FILTER FABRIC BREATH MEARI4M OR APPROVED SZIAHN
,3. WHERE POFCGED EDEOF PAVENE fCO6ECfE TO EIOSTNG CONTRACTOR STALL IATCH EASING ELEVATd AID
CREATE A NIOOIN iPNN111OHL
11 COATACTOR SHALL RAISE AL STRICTURES TO FWSI® ORAE ELEVATIONS.
L. CDHTINCTOi SHALLSIIRUT NOP DMWIRG& CiATIFO CNOAATIONS W A CERTWO NORTH CABOLE4A PE.FOR
SEOIENTAINOCK WNECON8IRUCTXM. NLCOMFO*XrSOFTRE MUIDNGBUTNOTLWMTOBL.OGI
CONROURATORTE$ACRS, FO NDATIM, DAMOELAYER AND WEEP HOLES SHALE WAUDED. TMERETAWWWALL
GHM MMTNEEDPMA FACTLMn RECOLNOMl .
C3 FLARED END SECTION
RISER STRUCTURE
■ CATCH BASIN
■ YARDINLET
RETAINING WALL ELEVATION
4.0% FLOW DIRECTION
RIP -RAP OUTLET PROTECTION
400— MAJOR CONTOUR
STORM DRAIN LINE
MINOR CONTOUR
INTERMEDIATE CONTOUR
—f --f DRAINAGE SWALE
® LOT GRADING SPECIFICATION
40' 20' 0 40' 60•
H% I&FEET
NOT FOR CONSTRUCTION
I
,Ra_ ryA e
x d
bbgO � ROP _
a
w
w_
c�
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C-11
� 1 I
1
1 i
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011
c
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t
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—
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SO•404-01
-
TW
I
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®
i
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aim%
Tw41aO
\
SM4NL0
MATCHLINE
---
----°°'1'11^----- --------
RCP ® --- --- �RTosl�eraTo
° SEARLE
WOOD T R .
cow
r CPAIS/
,9LF 16•RCP
'' / QVHr RIP
i/ O+DPTL
CPNM
i
I
,76LF,r RCP
°OSE%
♦TILL ROAD
�� — 'S P R 114 NrTOFwAY
14 O L L'r VARueLEwIDTHraeL
GENERAL NoTEs:
1. KIM YOU MM. CALL TIERC OHE4ALL1EWTIRAT NAHM404L ITS THE LAW. ESRIRO VRMIFSARENIOWR FROM
THEIESTAVAIMIEMOMAIOMNHONEAPFROWATE rt67ECWrRACR RESPOWMRYMVER"THEEANO
OTTERUTLMESMFMSFARfWCONSTRXMKNOMG WCgTWCOWANYMMCALL°,4M4R4/Fn OR
W NDU& UIRPY ONIER6 FOR OIOER°RMAO LOrAMM AT If.TBF N NOME N ADVANCE
x NLNRRYNVRI(rROMTHEREIC RIGTt oFRMrM W1UCEABEIEI/TGGHALLETofaM a,ntir aPRW;e
ST AONOS AND 6/EOMGTpl/.
T. AL 810RY ORANAOEWTHP, THE RIGHT OF MY SHALL E PUBLIC ALL SROM ORANMi OUTSIDE THE FIGHT OF WAY HI,HNL
BE PRIVATE
A STORM DAMMAAE PPIOSHALL E CLASS ■"LWA86 ORERR NOTED. STORM ORAW.GE WITH l THAR ZOF COVER
MEASURED FROM MAGRAOE SHALL E LASS NNP.
E. PRNAlE 11IMfESPOWER,TBBHOIE NAIMALGAR CNLEMARENOT SiIORMOMINE PIAN. THECONTMCTORSHAil
COOROWM TIE NSTAWTM M THOSE UTL fOW EN WAUJW STOMDRANME M AVOCCONWM.
6. RN ELEVATONF YNWW-MO'DREF TOTMCWTERMTIEROPMF TLWELLVATONOFNW+GFSISDMR
REFERS M TIE COPM OF TIE RIP M MANHOLE COVM RM BEVAION OF CATCHSNNS ION REFERSTO THE CEHTER.
EDGE OF PAYBW GRATE EIEVAMA, RM OF CURB WPTS (CO REFERS TO THE TOP OF SVA. EDGE OF PAVEAENT ELEVATI(N.
T. CUTAiL SIDPES SIAL. E GRACED AT A WXSAA, OF OHIV UAESS OTHERWISE NDICATEO.
1.SLOPES N LOTS ARE STORM AT ISH IV IAREGI OTXBNASE HDI®
S NO GRA EOLWtW SHALL E PBOBRED O"TEIMIR A GRADING PEWT HAS BEET IBBUED BY THE TTMM OF HOLY
6PMO5
Q. MAHIMM ALLOWABLE MPBHVIG6NAFACE PER OF LOT 6420 ff. 1AM"ALIOWAEE RPEAVOM SUTACE PBI SFA LOT
Bx250v
11. ALL RP4W 6 TO E WALLIS) WITH NOMMOREII FILTER FABRIC BREATH MEARI4M OR APPROVED SZIAHN
,3. WHERE POFCGED EDEOF PAVENE fCO6ECfE TO EIOSTNG CONTRACTOR STALL IATCH EASING ELEVATd AID
CREATE A NIOOIN iPNN111OHL
11 COATACTOR SHALL RAISE AL STRICTURES TO FWSI® ORAE ELEVATIONS.
L. CDHTINCTOi SHALLSIIRUT NOP DMWIRG& CiATIFO CNOAATIONS W A CERTWO NORTH CABOLE4A PE.FOR
SEOIENTAINOCK WNECON8IRUCTXM. NLCOMFO*XrSOFTRE MUIDNGBUTNOTLWMTOBL.OGI
CONROURATORTE$ACRS, FO NDATIM, DAMOELAYER AND WEEP HOLES SHALE WAUDED. TMERETAWWWALL
GHM MMTNEEDPMA FACTLMn RECOLNOMl .
C3 FLARED END SECTION
RISER STRUCTURE
■ CATCH BASIN
■ YARDINLET
RETAINING WALL ELEVATION
4.0% FLOW DIRECTION
RIP -RAP OUTLET PROTECTION
400— MAJOR CONTOUR
STORM DRAIN LINE
MINOR CONTOUR
INTERMEDIATE CONTOUR
—f --f DRAINAGE SWALE
® LOT GRADING SPECIFICATION
40' 20' 0 40' 60•
H% I&FEET
NOT FOR CONSTRUCTION
I
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x d
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VARMSIE MMBMPACCESSAND MIEWTCONCRE WADWALL-
_ MANTENAACE EASEMENT INCDOTSMAR
L �
_-7RPRAESR3E
2.eNt_ _ _ _ILY�SPLLWAY 1 SOTTOME.&.4MWVERTENDTOTOEOFSLOPE N � — —.99
IDYL Wed EEVa REST
0
10:1 MAXSIOPE
TOP BPf, ARM
BOTTMELEV ]ISMO
t�K�IBB�LIM�LP'r
��
I.'il'��i:Y•
2JOIIAOVBI INTER SAND BD AND
EX. S
HSV MTO IX. SLOPE
FOREBAY BERM
TOP ELK -3165)
M
2P
i
. .
._.._.._.._.._.._.._.._.._.._.._.._.._.._..
_.._..___.._.._._.._.._.._.._.._.._.._.._..___.._.._.._.._.._.._.._.._.._.._.._.._..
s
.............. ._.._..___.._.._.._.._..
wa ELEv.• xux
—{/>��, ^� f,.
PERMVLENTPOO FLEVATDN•3ESp
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IT CLASS 1
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IDT3OIFIEV.•30128 / PpPARjd1TLETP OTECTNM , B76A I 1_
/ r 1o00T i MY.
11I0KWRIBTR-0501 I 1
I
\\----------' --u.----__— ----�/
R I
I
I I I
I I
CMJ RETAM1NOwAu(REFER TO GRAWD RAMS
FDP WNL ELEVATIONS) I I '
2000AMM1�AOE
I I
WET POND - PLAN VIEW
G12 STALE: T -w
POND DISCHARGE AND WATER SURFACE ELEVATION
(WSEL)SUMMARY
RETURN PERIOD DISCHARGE WBFL
I YEAR 24 MR 2MCFS wm
,D YEARN W/ BIROS SHUT,
25 YEAR, UHT. Ako1 OS 310.E
1DYEAR,NIA Ixw CFS 3mm
MARL TIgDE69 b'; NSTALL WITH
2JOIIAOVBI INTER SAND BD AND
EX. S
HSV MTO IX. SLOPE
FOREBAY BERM
TOP ELK -3165)
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2P
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. .
._.._.._.._.._.._.._.._.._.._.._.._.._.._..
_.._..___.._.._._.._.._.._.._.._.._.._.._..___.._.._.._.._.._.._.._.._.._.._.._.._..
s
.............. ._.._..___.._.._.._.._..
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f
SEDIMENT STORAGE ELEV[EDIXI /
^
T
�. : 'BDT7DMAM SEAL
CLAY LINER: FIBER TO NOTED.
THIS III
2 WET DETENTION BASIN - SECTION VIEW
(r` 12 SCARE: N -TS
PRECAST RISEN STRUCTURE NO 1M
T RABR RACI(AEFER TODISTAL
THIS MEET TPOPBBM
EIEY.•972ID
OF
POND VOLUME SUMMARY
REDUMEO PRovDED
SURFACEAREA USMSF 1 15181
TREATMENTVO_U E 2001 CF I X241 CF
NOTES
1.CONTRACIOLWLLBEIEOUIEDTOSUIRYCERIFYMENGI A
FIELD SURVEY CORN COMM M ATCETCAL EIEVATIOM TO VERFY
NE'f POD WAB NRAUIDAB OEMB8/PRIORTO EMSNEER
2.REQTNG SUtFI ARI ITE TINE%S5R 9MWAS.
2 RFAUREDSWAGE ALFA 6V®ON N%TBS rETAOVu
RET
S. PROVIDED T.N
EOCIICAATEDATOYERROV9LOi
STAREABSNOVWONTHNSBBTCiVISAL
ibp�;y� RBERTOOETAL THNSBREET
BOTTOM ELEV.• 3"
NV. EIEV.•]00A2
WN STAGE
ELEV,=32
R PVCTEE--___
PERMANENT POO,
EIEV.•SOLID
CALLED m ONPLE
lws LF SO' RLP 02AM EMP/. 35130
MT OAMD JOINTS PER ASTM CID
RP MP COiLPT PROTECTION MEFER
TO PLANS FOR DME30IONSP
1. ALL CONBTMXIMSPMLL BE NACCORDµCE WTRNCOEIRRAND TONIN OF HOLLY SPENDS STANDARDS AND SPECIFICATIONS.
2 CONTRACTOR SMALL COORUNMTEALL GNAD1100PBiAT101A WITH THE OWNERS OEOTEONE'KENDNEEII.MAPPB TE
6 CONTRACTOR SREOPOSBLE FORVBWYSDALLMM PRIOR TO TIE BTNOOFCON61RID1pX.
l MA!ORMBLOPEOW E3'.INLESSNOT910�E
6 ALLSDE SLOPES. BSANGEAMAND SPKLIYMYSSHALL. BE COMPACTED TOA MMM DIE% STANDAR PROCTOR PBRAITM D-0.
0. CONTROLLED FLLASSPELFED BY THE ENTAEHIMTE DAM EMBANKMENT STINLSEPUMFDNO NCN LOOSE LAYERSTSMCH LOOSE LAYERS WIIHN3
RESTOBOERSDEOFTHEPRNCIPMSP4WAY PPEMADFP ZF.UOVERTEFTE)AIDSIWLKCOMPACTBITOADBGMOFWLEBB
THAN N% OF STMDW D PROCTOR MAIfNM DRY DENSITY AT OPiMN MOETIME CONTENT OR W RNN M s N ACCORDANCE WITH As TM D®B.
7. ALL VERSE ORGANIC DEERE SUCH AS ROOTS AND LMSHALL BE REMOVED FROM THE FML LATERAL PRIOR TO COMPACTION TO THE REQUIRED
GENSRY. SIDES VATN ORGANIC MATTER CONTENT EXCEED 5% BY WEIGHT N WALL NOT BE USED. MINES (NEATER THAN S" IN ANY Ommm BHVL
BE RIUMED FROM THE FILL PRIOR TO COM IION
0. FILL NATURAL PLACED AT OBERE3 L CHER THAN WHIM SPECKED ODERES OR AT MOBiME CONTENTS OUTSIDE THE SPECIFIED RANGES OR
OTHERWISE NOT CCNFOOEJO TO SPEOFED REOUIEMENTS SPALL BE REMOVED AND REPLACED WITH ACCEPTABLE NA7ERALS.
0. W MLAYERMAT 6 SMDOTHORW ROLLEOTO REDUCE MOISTURE PFIEIRATIONOIWDASTORM EVENT SHALL BE PROPBRYBDVWEG PROM TO
THE PLACEMENT OF THE NEXT SOL LEVEL
IB SURFACE WATER AND STREAM FLOW SHUL BE COIINDIAIY CONTROLLEDTHNOUOIOUf CONSTRUCTION AND THE PLICELENT OF THE CWMOILHJ
RLL
H. FOUDADNARPASMAYREOINREUMDERWfiSD MCOWREBSWAN"LWWOAMEBDES ALL SUCH UNDERCURNDSHVL SEPWCNMDAT
TEDISCREITJNOFTE OEOTECMLION ENONERA,DSPALL BE MONfOREDA2D DOCUMENTED. N NO WEBHMLL THEBEARA7TEMPTTO
STABM2E ANY P Of 110N8 OF ME FOUIDATMN 8015 WITH CRUSHED STONE
12 TREATMENT OF SEEPAGE REAS, SMORAOE PREP NTOG, FOUNDATION OEYIATFARD, AND ROCK FOUDAIIOH PREPARATION MAYBE REOUBED AT
THE DISCRETION OF THE OEOTEOBMCAL ENGINEER.
12
FILL AOMCBO TO TE REFA AND PRINCIPE SPILLWAY PPE WALL BE PLACED AO THAT LIFTS ARE AT THE SAM LEVEL ON BOTH IDES OF THE
BTRUCTLi
ti EARTHWORM COMPACTLNJ NTHN BFT NY OF ASTRUCTURES WOU BE ACCOMPLISHED BY MENS ND OF HATAMPERS, MANUNILY dECTED PAVER
TAMPERS OR PLATE COMPACTORS OR HIATUS SELF PROPEL® ROLLERS.
1L COMPACTION BY NEARS OF DROP REPORTS FROM A CRANE OR HOST SHALL HOT BE PERMfTFD.
IB HEAWE7ILPMENTSNMLLMOT BEALLOWEDTOPAS80VERWTJRPUCESIRUCTOESUNTEAI9 nCUNM'TBEIMSELWSED.
17. TOREESTARMAETATDNAFTER CONSTRU ,A2TO3WHR 'BRMTOPSOESNALLBEPLI OMTHEDETFMEDEMANDENT SURFACE
AND THE AREA SEEDED AND MULCHED OR HYOROSEEDED.
It ALL FUSER STRUCTURES , NCLUD" NUR WALL TYPE STRUCTURES, SIAL BE REINFORCED CONCRETE BRIOLCONLRETE NOCK AND MORTAR TYPE
STEICNRE2 MILL NOT R A-CL"M.
10. ALL RESR STRICTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE GAIN EMBANKMENT CAN BE ACHIEVED.
m.
FUSER STRUCTURES TEM MULTIPLE BARREL SECTIONS; SIAL HAVE GWfETED JOINTS. AND EACHSECTSN awl BE BATED TO ADJACENT SECTORS
METHSTANFSSM ELSTRAPS. STEM STEPS SIAM IE MMM rIVIDEE, WT1KCL ETRAPCENEERED ONJONT WIINMMIYS OJEAAP.ATTACH
NMPMNREMSECTION6' (2)U HEDEOTBEMEDDEDNSTRXTUE3N EMiXY BOLTSNTOBTRUCIURE
21, CIAYL)BR MNL BEA MINIMUM 6 NOES TICKCAY LMBR SPALL N INSTALLED ATADEPIH SUFFLCIENTENOGH SUCH THATTDOFS IID' IMPEDED
TEOROYf VEMAT10NMR KPBETUT®BYRITO MYEYETAT CLAYLNER SHALLLANTNFLTMTION RATE TOW NNLCLAYUETI
EWLM METALLED UP TO PERMANENT POOL BEVATDNT RO)ONDUT POND,
22 FISHER TO L(2 FOR VEGETATED SHELF PLANTINGS ALL AREAS NOT PLANTED SIAL SE STREAMED WENT GRASS.
21 REfANDWUIREgNMRWMLNDVMMBECHOP DAOXMMGLLERErANTAII(INOTEPpOP08EDRRTOINSWNL.IN. CONLFOUNDS
RESPONBSIF PoIMSPJBMRIINM3NGNEDSH1B25ROP DRAWINGS O THE RETANED WALL FOR APNDVAIPRIORTO METNUT1dl WNL FOUNDATION.
MEASURE, ORAHIAE BEaD WNL AMD ANA' OTER REPORT COMPONENT O TIE WALL BMOWN N TIE PROFNE E HDT MEANT TO BE DIENSIOMPD 011
MEASPRED.
2A COxrRACTOR BNuI SUB-f61DPORwNKSFORAPPROVNroBMMN�ROR OAERILRBiEHIMNORNMDALWNMORIMMBRALFENCEPRM
- - - TO NTAwTON.
SCALE: i BR =20 FT
BY 10, 0 20' Ba
SCALE N FEET
HORIDDNTAL
ORAMFD9FdRAPPRovA1PRKRroNDAW7IOIA
ROPER CREST
SLEI m7
M
Ipy--y A
OOM.PRECAST
CONC. RISER
r3 OUTLET STRUCTURE - SECTION VIEW
\'`(:v
(: SCALE: N.T.S
Ftp Y!
i3p 7bp CPETFORATEDPVC
wFIAPPSD N FABRIO TO
DAYLIOHr
3.DNI
'PERFORATED PVC
WRAPPEDINFABRIOTO - Z IAN.FROLTOPOFOWGOVBINSF31 RESANITKTER
DAYLIGHT OIMSNOTAVALFAE FEFASTMGD MRRACTOA SMALL VIII INTER DIAPHRAGM
ONDAMOUTETWE
2 COODWTEWOHENOMBRONAPMRMED
MATERIALS AND INSTALLATION TECFMM
��PRDRTONBTALLATIOM
/ 4 \ SAND DIAPHRAGM
Gil SCALE: N.TS
J44A''''
NOT FOR CONSTRUCTION
CO2'LL

N CAPE EEM RIPARIAN
BUFFER
�]0'CAPE FEAR R6AANN
I+kIE j
' ! ��� X IAYOOWNgIEA
�g
® x
N w HILL ROAD
k{ O L LY SPR www SOS OF WAY
N
M
APORTANTIIOTE
5®AEM BA6N RFER UST BE DELNSED ONRTI PRIOR TO CLFM AB AND GR 404 NO
PROJECT SIE— MLL BE PERMUTED UMM THE RBER B LOCATED AND STORED ON TIE
EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. ATTEND PRECONSIRUCTK)N CONFERENCE.
2. OBTAIN ENVIRONMENTAL DEVELOPMENT PERMIT.
3. INSTALL TREE PROTECTION ON SITE
4. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS.
S. CALL FOR ON-SITE INSPECTION BY ENGINEERING DEPARTMENT DEVELOPMENT INSPECTOR IDD (BlB -30381
TO OBTAIN CERTIFICATE OF COMPLIANCE THE FIRST ENGINEER CERTIFICATION FOR THE BASWS MUST BE
RECEIVED AND APPROVED BY THE ET OF THE TOWN, BEFORE THE CERTIFICATE OF COMPLIANCE WILL BE
ISSUED BY THE DL
S. PROCEED WDH GRADING.
T. CLEAN SEDIMENT TRAPS AND BASING WHEN OIEHALF FULL AND CHECK FOR MAINTENANCE OF ALL EROSION
CONTROL DEVICES WEEKLY OR AFTER EVERY 1rC OF RAIN.
B. AS GRADING PROGRESSES AND BRE 0 BROUGHT TO FINAL GRADE, BEGIN INSTALLATION OF WATER,
SAHITARY SEWER, AND STORM DRAINAGE UTWTIES. THE SEgMENT RISER BASIN SHALL REMNN IN PLACE AS
GRADING PROGRESSES.
B ONCE SITE IS AT FINAL GRADE AND DRAINAGE PATTERNS ARE ESTABLISHED, BEGIN EXPANSION OF THE
EXISTING STORMWATER BMPISEDMENT BASIN N THE PHASE 4 AREA EXCAVATE AND GRADE THE BMW TO
THE FINAL SHAPE OF THE STORM NATER WET DETENTION POND.
10. WHEN EXPANDED POND IS GRADED AND FINAL DRAINAGE PATTERNS ARE ESTABLISHED. BEGIN REMOVAL OF
THE RISER BASIN CONSTNUCTED N THE INIAL EROSION CONTROL PHASE, REMOVE THE TEMPORARY RISER,
SKIMMER, COIR MESH BAFFLES. AND OTHER DEBRIS. SACKFILL AREA AND BRING TO FINAL GRADE
11. SEED AND MULCH DENUDED AREAS WITHIN 14 DAYS.
12. MAINTAIN SDR EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GRDND COVER M
ESTABLISHED.
13. WHEN APPROPRIATE, CALL FOR ONSITE MEETING VJRH THE DEVELOPMENT INSPECTOR (DI) AND THE
ENVIRONMENTAL TECHNICIAN (ET) TO OBTAIN APPROVAL FOR REMOVAL OF TEMPORARY EROSION CONTROL
MEASURE& IF SITE OR DRAINAGE AREA IS AT LEAST 85% STABILIZED AND APPROVAL IS GRANTED.
STRUCTURAL STORMWATER SNIPS MAY BE INSTALLED.
14. THE ET WILL PERFORM ROUTINE INSPECTIONS DURING INSTALLATION. THE DI WILL BE RESPONSIBLE FOR
ENSURING EROSION CONTROL AND ANY NECESSARY BYPASS MEASURES FUNCTION,
15. ONCE INSTALLATION M COMPLETE CONTACT THE ET FOR BMP SPECIFIC PUNCH UST INBFECTIOM ONCE ALL
PUNCHUST ITEMS ARE ADDRESSED, THE PERFORMANCE MONITORING PERIOD HAY BEGIN.
1S. THE FINANCIALLY RESPONSIBLE PARTY THAT INSTALLED THE BMP(S) WILL SE RESPONSIBLE FOR ENSURIN I
THAT THE DEVICE FUNCTIONS PROPERLY AND ALL VEGETATION BECOMES ESTABLISHED DURING THIS TIME.
17. AT THE END OF THE PERFORMANCE MONITORING PERIOD, CONTACT THE ET FOR A FINAL BMP SPECIFIC
PUNCHLISTINSPECTKML BEFORE THE TOWN WILL ALLOW LONG-TERM OPERATIONS AND MAINTENANCE
ICBM) TO TRANSFER TO THE
HOAQWNER, ALL PUNCHLIST ITEMS MUST BE COMPLETED, INCLUDED BUT NOT
LIMITED TO RECORDED PLAT SHOWING ALL APPLICABLE DRAINAGE EASEMENTS, &IAP SPECIFIC AS-BLRLT3
(HYLAR AND CAD FORMAT), MAINTENANCE SURETY, AND A RECORDED WM AGREEMENT.
19. ONCE ALL BLP SPECIFIC PUNCHIUST RENS HAVE BEEN COMPLETED AND APPROVED BY THE ET. IF ALL OTHER
EROSION CONTROL HAS BEEN SATISFIED, A CERTIFICATE OF COMPLETION MAY BE ISSUED BY THE DL
GENERAL NOTES:
I. ALL CONSTRUCTION SOL. BE IN ACCORDNAM WTD TOWN D HDLLY SPW" STANARD SPEOFDATM)NB AND DETALL
2 BOUNDARY, TOPOGRAPHIC AND UTWIY INFORMATION IS BASED ON SURVEY PERFORMED BY TAYLOR IJOD COLg11LTAMTS NAI
SWWALNFORMTION PpUVOED BY WDOT RECORDS. WIVE COUNTY GB DATA,AHD OTHER PERTINENT DATA THEENBTADCODIIION
DATASHOWIN161E HE NOTBEEN VERIFIED BY THE CMMY EMGWEERNO OROPAMD 94DLU BECOI COM APPRO MM IN NATURE NO
WAMV NM M LV1FR M MP11ED AS TO DE ACCURACY W TIE MTA SHOWN M TE SLRVEY.
3. THE CONRWCTORSIWLL ATA MIMBMBPUNOff THE REQUREMERSOIMUMELBELOW AND THOSE LEANREE SHOWN ON THEOPROVED
OMWWW NADDI7DN,THECOMIRACTORBIMaUD AIEADORNNALIEASURF MPZQMREDTOWNC MOMEMTHORKABLE
PERMITCONDIIDNS MID STATE WATEROU4RY STANDARDS.
4 CON6TRUCTIONORAWADAPRDVALISREQU4REDBENPECO6TRUCTDNCMBEGN NLAPPLQMkEFEffiS A LAUGBEPADPRDRTO
CONSTRUCTION DRAMIDAPPROML
5. THE DEVELOPER B 60EFLY RESPONSIBLE FOR THE COSTED COORDINAIIONNSIH DUKE BEADY FOR TIE RELOCATION AND/OR REMOVAL OF
ANY ONSITE OVBBEM POWER POLES AND IIEB.
S. OBANEATOWERAMNDRPAMANMOFFFRMEASSH WTBECIEIA®.DNWEO.OROTHERMSEDEO BEDLVCMSMIFCLLY
PERWITED SYTTIE W ARMY COPSOF ENOAEERS AND MWEQ ONBIONOF WATER OWLRY.
7. TREE PROTECTION PRICING MUM PROUD®rYONGALLVEOETATED RPAIIW BIfiFERS DD PERIMMER BUFFERA EAS
S. TH I PUN B SRJECT TO REVWM SPUW TMCOWT RLCTION DRIWNG RENEW PROCESS FO LOANGTOWNOF IDLLYBPRNGS TOWN
COIANA ACTION.
0. APPROVAL OF THE PLAN G NOT AUTHORQATKW TO GRADEAOYC@1TIROPERIES. WHEN FGD CONDITIONS WAMIK OFF50E GRADING,
PERMBSDNMLISi SE06TAINED BY THEAMFECIED PORSM WAR. ApJAC9R PROPERTIES SK41 E KETFREE D MID ANDDH SEDIMENT
LADEN RUNOFF.
10. THE EROSION CONTROL MEASURES SHOWN M THIS PINI ME RECOMMENDED AB A NNIMUM IN ORDER TO COMM RUNOFF. ITB POSSIBLE
TMT MORE MOMENT` MEASMES MY BE REQUIRED AS DETERMINED W THE CONIRACTOt. PROJECT 19,16010, AIDER B INION WNTROL
NSPE�TOR IF RIS DETBBME)TMTADDRIOAL WASUESARE REQUIRED, SUCH MPASLREB BRAISE NETAUED MMEDWTELY.
11, COMIC DikILOCA EM HfYLOLATDNDALLNDEROROADUTUMPDORTOBEOMR K.
GROUND COVER STABILIZATION SCHEDULE
1. STABILIZE BASINS WITH GROUND COVER IMMEDRMLY AFTER INSTALLATION.
2 STABLIZE DIVERSION DITCHES INTENDEDTO BE N SERVICE FOR 30 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3.F ALL MEAS OF MODERATE ANDIOR$IMP SLOPES. PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE NAS NOT BEEN DISTURBED FORA PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTON OF THE SITE UPON
WHICH FURTHER LANDOISTURBNG ACTIVITY IS NOT BEING UNDERTAKEN WITHIN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
S. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR
DAYS fOLLOYRNG COMPLETION OF CONSTRUCTION OR DEVELOPMENT ANGOR PRIOR TO FINAL
INSPECTION.
NPDES STABILIZATION TABLE
SMARFAOE6GipT10N STAIMMTDN
TIMEFRAME E%CEPTOMS
PeiirAlPOMA eeeM,OMNeend ebin 7N/t
NPrc
HIRMOAIYWIw`f" a- 78WT
Note
SbpR ebeperSMJi 70"
K eMPee M 70 rr Mw F RAID en3 w M
a-pMNen 2t.u0rn eneAT-A
ShFM 3:1 MSow 14 0N
10NNATebpM BeMHFm 50IbrBW
AM MMNeIMLYNNMFPNMRerAMn4:1 14d"
Ane.emMMNrewMsentl HOW Zoroe
PERMANENT SEEDING
PREPARE SEEDBED BY "P . CH mag , HAPROWNO, OR PLOWIH3 TO DEPTH OF 51NCHE8 BOAS TO PRODUCE A LOOSE, FRIABLE
SOK SURFACE. REMOVE ALL STONES, ROCKS,HER BOULDERS. STUMPS, OR OTDEBRIS FROM THE SURFACE WINWILL L PREVENTGERMNATI N OR PLANT GROWTH.
INCORPORATE INTO THE 501E 800.1050 LBS OF 1D1G10 FERTILIZER PLUS BOB LOS OF MRM SUPERPHOSPHATE PER ACRE AND TWO TONS
OF DOLLMRIC LME PEA ACRE UNLESS SOL TESTING INDICATES THAT A LOWER RATE OF UME WRY BE USED.
MULCH AFTER SEEDING WITH I TONS OF (WAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO BOK OR TACK WITH LIQUID
ASPHALT AT 400 GALLONS PER ACRE OR EMULSBM ASPWKT AT 300 GALLONS PER ACRE
PERMANENTSEEDINOS:
PLANTS AND MMTIRE: PLANTINGRATFJACRE: PLANTING DATES:
JAPANESE CLOVER 11OL8&ACRE AUGUST 15- OCTOBER 15
CHINESE LEBPEDEZA FEBRUMW 1S. MAY i
(LOW MAINTENANCE SLOPE
3:1 OR LESSI
JAPANESE CLOVER 140 LESMCRE AUGUST 15 -OCTOBER 15
CHINESE LESPWEZA FEBRUARY 16 ANY 1
(LOW MAINIEMANCE SLOPE
3:1 OR LESS)
BLEND OF TWO TURFR'PE TALL 200 LOVACRE AUGUST 15-MMBER IS -
FESCUES (90%) AND TWO OF MORE FEBRUARY 16. MAY 1
IMPROVED KENTUCKY BLUEGRASS
VARIETIES (10%) (GENERAL LAWN
AREAS)
NOTE: FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL AND WINTER SEEOINOS, USE UNSCARIFIED SEED.
TEMPORARY SEEDING (PIEDMONT REGIONH ATE WINTER/EARLY SPRING
SEEDING MIXTURE:
RATE (L&ACRE) SEEDING DATES:
RYE (DRAIN) 120 MOUNTAILS: ABOVE MOD FEET. FEBRUARY I5 -HAY
AMNDAL LESPEDIEZA (KOBE IN SD BELOW 2500 FEET -FEBRUARY 1 -MAIM 1
PIEDMONT 8 COASTAL PLAIN, PIEDMONT: JANUARY 1- MAY 1
KOREAN IN MOUNTAINS)
COASTAL PLAIN : DECEMBER 1 -APRIL 15
SOK AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZDOO LSSIACRE OF GROUND AGRICULTURAL LIMESTONE
AND 750 LBSIACRE OF 10-10-10 FERTILIZER.
MULCH: APPLY 0,000 UMVACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPWLLT. NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAK3W CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTKD:E IF GROWTH 18 NOT FULLY ADE UMM. RESEED, REFERTIUZE, AND MULCH MMEDATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING (PIEDMONT REGION) -FALL
SEEDING MIXTURE:
RATE (LWACRE) SEEDING DATES:
RYE (GRAN) In MOUNTAINS: AUGUST 16 DECEMBER 15
COASTAL PLAIN A PIEDMONT: AUGUST I&
DECEMBER 30
SOIL AMENDMENTS: FOLLOW RECOMMIENDATIONB OF SOIL TESTS OR APPLY ZOO LBSIACRE OF OROUND AGRICULTURAL LIMESTONE
AND 1,000 LBSNCM OF Wo -10-10 FERTILIZER.
MULCH: APPLY 4,000 LSSACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT DAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REPAR AND REFERMIM DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 60 LWACRE OF NITROGEN N MARCH. IF IT
IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEER WITH SO LBSIACRE KOBE (PNEDMIOND AND COASTAL PLAIN)
OR KOREAN (MOUNTAIN) LESPEDEZA N UTE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (PIEDMONT REGION}SUMMER
SEEDING MIXTURE:
RATE (LSIACRE) SEEDING DATES:
GERMAN MILLET 4 MOUNTAINS: MAY 15 -AUGUST 15
IN PIEDMONT AND MOUNTAINS. A SMALL -6 MED SUDANGRASS MAY BE PIEDMONT: MAY 1 -AUGUST 15
SUBSTITUTED AT A RATE OF 50 LBS/ACRE.
COASTAL PION: APRIL 15 -AUGUST 15
SOK AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZDDO LBSMCRE OF GROUND AGRICULTURAL UMESTONE
AND 750 LBSIACRE OF 10�1010 FERTILIZER.
MULCH: APPLY 4,000 LBSIACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERITUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED. REFERTILRE, AND MUCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
SCALE: 1 IN -60 FT
6U JB 0 BF T21Y
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
W" "% ICARpJ4r
'�irOLNE�.• ��
rrrAhrri.,,.,
eL• DM -n

4'yS RIP RAP PAD
(DISCHARGE OUTSIDE
SILT FENCE)
EX. SKINNIER DEVICE
LIMITSy_ OF DISTURBANCE
TEMPORARY DIVERSION
BER -1K. SLOPE G.W%
4' DIA CTAP TEMPORARY RISER
TOP -355.00
INV.361.D0
BYBz1B' THICK CONCRETE ANTI-
FLOATATTON BASEJNV135o SO
CONNECT SKIMMER WI FLEXSLE
4 PE PPE -INV ]6200 \
3' SKIMMER DEVICE 1
RISER SKIMMER SEDIMENT BASIN I
NT
C
TOP OF BERM:
TopOF\
BOTTOM: 352.OD
1
4' PE SKIMMER PPE
®0.50%Miu.
TOP OF RISER366.00
SPILLWAY: 366.00
COIR MESH SEDIMENT
BAFFlEB (TYP.OF 3)
TOTAL DISTURBED AREA: MN AC.
J
I
Y `EK.RWMP
� SPILLWAY
al
MUCK OUT AND RESTORE
$
EXISTING SKIMMERBASIN
i BASINORIGINAL DESIGN
TOOK
TOP OF BERM: 360.00
{ CONT U
1R3 FROM
II
BOTTOM: 935.50
PMSE
\ PMASE4APPROVAL
Y
SPILLWAY: 378.66
\
\
I
l
.k
\
I
I
P I
■
L
N
LIMITSy_ OF DISTURBANCE
TEMPORARY DIVERSION
BER -1K. SLOPE G.W%
4' DIA CTAP TEMPORARY RISER
TOP -355.00
INV.361.D0
BYBz1B' THICK CONCRETE ANTI-
FLOATATTON BASEJNV135o SO
CONNECT SKIMMER WI FLEXSLE
4 PE PPE -INV ]6200 \
3' SKIMMER DEVICE 1
RISER SKIMMER SEDIMENT BASIN I
NT
C
TOP OF BERM:
TopOF\
BOTTOM: 352.OD
1
\
TOP OF RISER366.00
SPILLWAY: 366.00
COIR MESH SEDIMENT
BAFFlEB (TYP.OF 3)
TOTAL DISTURBED AREA: MN AC.
RISER
SKIMMER SEDIMENT BASIN 1
DRAINAGE MEA:1.48 AC.
DISTURBED AREA: I.4B AC.
NPDES STABILIZATION TABLE
SITE AREA MCRPrKN STASIUlA7KN1 TMEFRKE EXCEPTIONS
PNinlw SIN.-FMF.JG-WM FERN TM4 Nae
Ny�OWPN W4►fHDMi TAmF IMF Nom
BVPN-IV FYpF stl>M na
swm. m,U 31 7dW MFFNrN-tt, 146KT4M4bw0.
3ApN 31, bb, 14 M4 ldw W*44IaFM-5WMI.0
N ohra-Prm FbpN YbrByn4:1 14" Nom.aAaplbpmmeM end HYJW ZonR
GROUND COVER STABILIZATION SCHEDULE
1. STABILIZE BASINS WITH GROUND COVER w D1ATELY AFTER INSTALLATION.
2. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SEWCE FOR W DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL AREAS OF MODERATE MDIOR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LANO-OSTURBING ACTMTY S NOT BEING UNDERTAKEN WITHIN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
5. ESTABL18M PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL
INSPECTION.
RIPRAP ENEROY DISSIPATOR
BLz 10Wz TBT wCAPE FEAR
NCDOT CLASS B (4' D50) RIPARIAN BUFFER
tV
A � } ` 30 CAPE
�RIPARMN
S
INV. OUT 36I.N
35-M LF 18' HOPE
®1.DD%
3B VYSPILLWAY
W/ V.T TARP
WEN ELEV.- 356-
"p
86.00
' NOTE: TEMPORARY BERM 9HM1L BE
- INSTAU.ED WITHMANTFSEFP SAND
DIAPHRAGM; REFER TO DETA0.8, THS
SHEET.
/ t
\�
\ N
I�1 %
� \ Q
N�
1
TEMPORARYDIVERSION\\
BERM -MIN. SLOPE 0.0.50% s�
�I
IV
)
�I
.I
MA_TCHL_INE _
1 REFER TO SHEET C-18
4• PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
2'
3 K DM -7.50'^
GENERAL NOTES:
1. ALL CON61PI1CIION 3HAI1 BEwACCORDNKEMTH TOYM OF HOLLv 9v WIGS SigHDARDSPECWDAiION5AN00ELALS.
L IDUFDARY. TDPGGRAPNC, AND VTIfD Wo,,,,TIDN B &ABED ON A 8MMEY PERFORMED BY TAnOR L" CONBULTANT6 ANO
MWPLMWKWMp TDMPROVDEDIYMDOTRECORG4WWCORBYOBMTAANDOTERPEVMWMTA THEED(BTNGC]NDIRCN
MTASMD HEREH'9WTBEENVEWFIBIWTIECMRYEND FNW~WBHOIAD&EWN91DBiEDAPPR01 TENIMTURE NO
WARM BGIVENM61PMASMTWACCURACYoFTEMTABNOVNMTIESURVEY.
3.AWM. TRACTOR Si. AiAYIMIYIWIEAENITIEREOMREMBR60UTLIEDBM AIDMItO 4EA6ME66MOYM ION THEAPPROVED
DRAWNGB. NAONS W THETEAM QWSNML U AAADIKE ADOITIOIY11EAyARFg A611Eg1R®TOREN CONtt1WCE 1WMAPAKdwE
PfRMT CpM1IGN8 AID STATE WATER OIMtIT 6TAIDARDS
4, CONSTRUCTION DRAWING APPRWAL B RECIMED WOM CORS -TON CAH SM. N1 RJICABLE FEES STRATI AL80 BE PAD PRIOR TO
CONSTRUCTION DRAWNGAPRIOVK
5. THE DEVROPBt B SOLELY PE9PONNBE FOR THE COST AND COORNMTION WITH DUKE ENERGY FOR THE RELOCATION ANDDR RENOVIL OF
ANY ONBOE WERHFAp POWER POLES AND UIEB.
5. DELINEATED WETWIDAPO RWARMN KIRTOI NEAS SHALL HOT BE CHEMED. DRAW, OR OTFERWSE MTURED UNtEBS SNBC CA l
PHMTIEO BYr THE UB ARW LOWS O HIONEERS ANp NLOEOONSDN O WATER WAI7TY.
T. TREE PROTECiDN fENCNG 9IMLLBE PROMDFDALOXGALL VEGETATED RPARYN BUFFERS AID PERNETER w1FFER ARFAB.
I. THIS PUw B SUBFST TO REASON DURING THE CONSTRUCTDN OMMD REVIEW P;KICEBS FQt W TDM! DP HOLY BPRMCS TORN
CDMDE ACTION
I. APPROYKOF IAB PLW BNOT Al1TNONQAIMN TO GRADE A6MCENT PIKI ERTE9. WHEN RHD COGTXM WARRANT OFFSITE GRADING.
PION NIST BE OBTANED BY THE AFFECTED PROPERTY OMNETL ADMCBNT PRCPERNE6 SHALL BE REPT FREE OF MID ANWOR SEDBEDIT
ADEN RUNOFF.
10. THE EROSION CONTROL NEASUREB BHOVN ON TNLS PIAN ARE RECOMMENDED AS AMNNWN N OROFP i0 GON1110. RUNOFF. R B PGBBBIE
TIMTMDRESRBNGENIMEASURESNAYKREQUIREDA60ETERMNEDBYTHECONTRACTOR,PROACTEWNEER,A RERCSBNCONTROL
NSPECTOfI E R S OETFAARNED TIATAOprtIONAI NEASMEBME REOUIREO, 9UCN MFABlA1F39NUl BE N9TKLID WEDWTHY.
11. COIRRACTMS LO TEA v9V LOCATIONWALLODERGROMOUTEREb MORMBFG MMORAL.
3'
30' RCP OUTLET
PRE
ROW
-T'SO. PPE;,p TED PW;
WRAPPEPED N FABPoL TO
01
DA
]'MN FROM TpO OF DAMGOVERNS AL3• ME BAND TINIER
DMSNOTAVAWBIE PBIA6mm
1CdAITPpCTOR SHALL NSTALL FIFER DMPIWAOM
ON MM OUTLET PPE.
Z. COD EWIMENGNEER ONAPPRWED
ME--$ANDMT"W TECHNIQUES
PRIOR TO N6TWlIOK
4 SAND DIAPHRAGM
SCALE: N.T.S.
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE/EXIT
SEDIMENT BASIN
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TEMP. SEED/MULCH/PERM. SEED
Po
® OUTLET PROTECTION
------ DIVERSION DIVERSION DITCH
INLET PROTECTION
IN SILT SACK
-.-.-.-.- SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
SCALE: i IN = 60 FT
60' 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
0740
'�hGigE`�P�Kd
ri- is -1^
A
C-18

MATCHLINE
REFER TO SHEET C-17
NPDES STABILIZATION TABLE
SITEAREADESCRIPTM STABILIZATION TWEFM)AEUCEPTIONS
PPM ..., IwMN. lithM-*m 7dW NaW
Ii Q� "W41PIHOW72 1.74 Non
M4boas M IP a WI b bry6>rq An rol
SbOW IrpK hnJ:1 TJYp MeeperM2.1. 14 Nyian tJOReE.
Sbm31 a ENW "d." 7dY4 br d0RA pr -N NY aV,
N o0-ar -,Mb IAN -CI 14SWA II", mpIb I-YIMMe-1 HUN Tarr
GROUND COVER STABILIZATION SCHEDULE
1. STAEIL SABINE WRH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
2. STABWE DIVERSION DITCHES NTEMED TO SE IN SERVICE FOR 90 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL MEAS OF MODERATE ANDIOR STEEP SLOPES. PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LAND-0ISTURSING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMMENTLY SUSPENDING LAND DISTURBING ACTIVITY.5. ESTABLISH PERMANENT GROOM COVER SI FICIENT TO RESTRAIN EROSION WTTNN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT A RPRIOR TO FINAL
INSPECTON.
GENERAL NOTES:
1.KLCOW6 UCTLNSHALLBENACCORDANCEWDNTOMGFWMYSPNNGSSTANDARDSKCNTNTKMISANDOETABS.
2. SOUL,TOPOORAPHC,ANOORT'SIFORWTENSBASEDONASURVEYPERFORMEDBYTAYLORU ODW6 TANTBAND
SPPUV,ENTKNIFORMAT PRODEDSYWWTKCOPDS,WAKE000NTYMNTAANDODERPERT DATA. THEM
DATA SH01YN HERE IMS NOT BEENVERPIED BY THE CIAWV EN301EI3BIG GROUP AM) SHOULD RECONSIDERED APPR MIATE N NATLWE ND
WAWUNTY %GNEN MIMPIIED AS TO THENTA SLWN M TTESOINSY.
3.TIECO.INADGRSHKLATALBANIM MPlB UNTIEAEDUREMBRSDOOMED MREAIL D EAENCL SIZE ONDIEAPPROVED
GMWWCS.XTONSAN,TIECONTRICTOR I5TAOERTNEAOORIOIYL IEASRRFb AS REOURED iO eENCOAPLMNCE NRX APPRLABLE
PERNT CONOfT10H8 AND STA1E WPTBt OUW IV 9TAMARp6
4. CONSTRLCTMWMW APPRDVKSREOLWDBEFORECONSTRLCnONCANBEGN AUAPPUCANEFEESBHGLALSOBE PAL PRIORN
GOMBTRULTIDY DRAWNG APPRWAL
8.111E IWOE ERHSSORELYRPDUB OMEFOR THE COSI AND CODRGNAILII'MiN DUE ENERGY Fdi INE AELDLATLN ANDGRR9LVK OF
AM' ONSITE OVETBIFAD POWER PDIEB AIL UNE6.
8, 11ELNFATED WERAND AND RPMWN BUFFER ARFAB EXNL NOi BECLEARED. DRABED.OR ORERWBE OSIURBEOIALETi69PEOFG%LY
PEANTTED BYTTFE Ib APAW CORPS OF ENGNffAS AND NCOEO DNBLNOF WATER OLLALRY.
1. LPEE PROTELTpN FENCNG 6HA1 BE PgOWOED KONG All YEOETATED RPARNN BI,FFFA9ANO PEAMEIER BUFBI ARFAS.
S.TIS9PRANISSUBIECT TOREVTBpNGIIBNC CGSiRUC DRAWBIGREVIEWPROCESEFOLLOVINGTOVMOFHOLLYSP WTOWN
COUNCB. ACTKN.
p. APPAPIK GF iH5 PIAN B NOTAUDgW2A1RN1 TG GRADEAOMGENT PROPERTFS. WHEN FERD CONOITIONB WMRNTf OFf$ffE OAADNO.
pERNSSIONW5i BEOBTA BVTKAFFECTEDNp)PERiYOWNER.AOYfLNTMOPERTEBSWLKNEPTFREEOFMUDK BED
WORN Rumor".
10. THE EROSION CDNTRd MFASIRE9 BHDW11 ON TIB PUN ARE RECGIMEILEO AS A MMIAW N ORDER 10 COMIROI RUNOFF. R 6 P08SIBLE
TIWTMGRESTPoN WMEASURESNYMREOIIREDMOETERNIEDBYTIECONDUCTOR.PROIECTF.IMd1EER.AMDIOREROSIONCDIRROL
INSPECTOR FRS DETERNNED TIMTADOITLNAL MEASURES ARE REWIRED. SUCH MEASURES SHALL BENSTALLED SMEDLATELY,
11, CONTRACTORBIWULl1NTEAILVF NLOCATKINOFALLUNDERCAOIALUTNJMSP TOBEGWaRGWORK
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE/EXIT
SEDIMENT BASIN
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TEMP. SEED•rIMULCH/PERM. SEED
ro
® OUTLET PROTECTION
—t}---�}— DIVERSION DITCH
INLET PROTECTION
® SILT SACK
—.—.—.—.— SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
SCALE: 1 IN = 60 FT
60, 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
A
V
Z/W^
r ^w v!
V
z aK
Ci J
aQ
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C-19
PI i
* TEMPORARY DIVERSION
BERM# SLOPE 050%
I W
'� U
^,
I \
\
II H
N
'1 O
\
I1 O
\
1
,\ DRAINAGE AREA BOUNDARY
.J
w
TEMPORARY DNERSION BERM •�
MIN. SLOPE 0.60%
�1
II
a1
I TOTAL DISTURBED AREA: I I AC.
\COR VIM SEDIMENT
I
�� BAFFLES (TYP OF 31 X -_ ,r
.1 SKIMMER BASIN 2 X _�
[
MR
�1 TOP OF F BERM: JYB.00
1 BOTTOM: 33/.00
I'
/
'3
I0'
PE SKIMMER P P
PAD
4VB RW RAPAD
X
1
y'
15 WIDE EMERGENCY
SPILLWAY W. U.V.
SKIMMER SEDIMENT BASIN 2
DRAINAGE MEA 2.13 AC.
d9TLNRBEDARFA 2.19 AG
`
II
iRESISTMT TMP
1
INV, ELEV. 331.00
% STOCKPILES LAYDVWN AREAK
II
tI
/N
B
. '
X
II
1.r SKIMMER W/
/ 1T3'W. ORIFICE �
�...
r-2,'�1 k x
TEMPORARY .VERSION BERM
(I MIN SLOPE 0.60% _ _
CONCRETE WASH RACK 50•
I
1
/
jI Rlp RM CCNSTRU�TgN
i ENTRMCE J FIS
xIYF
gTURSWCE
LIN11TS0
Ylix'
x.
ROAD
t{�LL
OF WAY
SPRINGS
HOLLY VARIPS E N ,,PUSL C RIGHT
MATCHLINE
REFER TO SHEET C-17
NPDES STABILIZATION TABLE
SITEAREADESCRIPTM STABILIZATION TWEFM)AEUCEPTIONS
PPM ..., IwMN. lithM-*m 7dW NaW
Ii Q� "W41PIHOW72 1.74 Non
M4boas M IP a WI b bry6>rq An rol
SbOW IrpK hnJ:1 TJYp MeeperM2.1. 14 Nyian tJOReE.
Sbm31 a ENW "d." 7dY4 br d0RA pr -N NY aV,
N o0-ar -,Mb IAN -CI 14SWA II", mpIb I-YIMMe-1 HUN Tarr
GROUND COVER STABILIZATION SCHEDULE
1. STAEIL SABINE WRH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
2. STABWE DIVERSION DITCHES NTEMED TO SE IN SERVICE FOR 90 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL MEAS OF MODERATE ANDIOR STEEP SLOPES. PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LAND-0ISTURSING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMMENTLY SUSPENDING LAND DISTURBING ACTIVITY.5. ESTABLISH PERMANENT GROOM COVER SI FICIENT TO RESTRAIN EROSION WTTNN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT A RPRIOR TO FINAL
INSPECTON.
GENERAL NOTES:
1.KLCOW6 UCTLNSHALLBENACCORDANCEWDNTOMGFWMYSPNNGSSTANDARDSKCNTNTKMISANDOETABS.
2. SOUL,TOPOORAPHC,ANOORT'SIFORWTENSBASEDONASURVEYPERFORMEDBYTAYLORU ODW6 TANTBAND
SPPUV,ENTKNIFORMAT PRODEDSYWWTKCOPDS,WAKE000NTYMNTAANDODERPERT DATA. THEM
DATA SH01YN HERE IMS NOT BEENVERPIED BY THE CIAWV EN301EI3BIG GROUP AM) SHOULD RECONSIDERED APPR MIATE N NATLWE ND
WAWUNTY %GNEN MIMPIIED AS TO THENTA SLWN M TTESOINSY.
3.TIECO.INADGRSHKLATALBANIM MPlB UNTIEAEDUREMBRSDOOMED MREAIL D EAENCL SIZE ONDIEAPPROVED
GMWWCS.XTONSAN,TIECONTRICTOR I5TAOERTNEAOORIOIYL IEASRRFb AS REOURED iO eENCOAPLMNCE NRX APPRLABLE
PERNT CONOfT10H8 AND STA1E WPTBt OUW IV 9TAMARp6
4. CONSTRLCTMWMW APPRDVKSREOLWDBEFORECONSTRLCnONCANBEGN AUAPPUCANEFEESBHGLALSOBE PAL PRIORN
GOMBTRULTIDY DRAWNG APPRWAL
8.111E IWOE ERHSSORELYRPDUB OMEFOR THE COSI AND CODRGNAILII'MiN DUE ENERGY Fdi INE AELDLATLN ANDGRR9LVK OF
AM' ONSITE OVETBIFAD POWER PDIEB AIL UNE6.
8, 11ELNFATED WERAND AND RPMWN BUFFER ARFAB EXNL NOi BECLEARED. DRABED.OR ORERWBE OSIURBEOIALETi69PEOFG%LY
PEANTTED BYTTFE Ib APAW CORPS OF ENGNffAS AND NCOEO DNBLNOF WATER OLLALRY.
1. LPEE PROTELTpN FENCNG 6HA1 BE PgOWOED KONG All YEOETATED RPARNN BI,FFFA9ANO PEAMEIER BUFBI ARFAS.
S.TIS9PRANISSUBIECT TOREVTBpNGIIBNC CGSiRUC DRAWBIGREVIEWPROCESEFOLLOVINGTOVMOFHOLLYSP WTOWN
COUNCB. ACTKN.
p. APPAPIK GF iH5 PIAN B NOTAUDgW2A1RN1 TG GRADEAOMGENT PROPERTFS. WHEN FERD CONOITIONB WMRNTf OFf$ffE OAADNO.
pERNSSIONW5i BEOBTA BVTKAFFECTEDNp)PERiYOWNER.AOYfLNTMOPERTEBSWLKNEPTFREEOFMUDK BED
WORN Rumor".
10. THE EROSION CDNTRd MFASIRE9 BHDW11 ON TIB PUN ARE RECGIMEILEO AS A MMIAW N ORDER 10 COMIROI RUNOFF. R 6 P08SIBLE
TIWTMGRESTPoN WMEASURESNYMREOIIREDMOETERNIEDBYTIECONDUCTOR.PROIECTF.IMd1EER.AMDIOREROSIONCDIRROL
INSPECTOR FRS DETERNNED TIMTADOITLNAL MEASURES ARE REWIRED. SUCH MEASURES SHALL BENSTALLED SMEDLATELY,
11, CONTRACTORBIWULl1NTEAILVF NLOCATKINOFALLUNDERCAOIALUTNJMSP TOBEGWaRGWORK
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE/EXIT
SEDIMENT BASIN
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TEMP. SEED•rIMULCH/PERM. SEED
ro
® OUTLET PROTECTION
—t}---�}— DIVERSION DITCH
INLET PROTECTION
® SILT SACK
—.—.—.—.— SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
SCALE: 1 IN = 60 FT
60, 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
A
V
Z/W^
r ^w v!
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aQ
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C-19

OAO
.O _LL.Y _SPRi Asa -i4S PUBLIC GSo OF ArHILL R
H VAR
BECKLOW
RIDGE L N .
ISI
NPDES STABILIZATION TABLE
NIE AREAOESCRFTON luslu"TON TBSAILE EMPTONS
FWMwb WbF FNNF,JMIMH FeI IRPN T." NPN
Myl lbr/WFb DDYO DnMP TPN, IbNM
RrpNnISa NM'nbpNFNMb
BNPNmHMIIr1M S1 TYW MIIPM Nn21.H0yuAMINFPQ
NPPW3:1.%W 14 IAN TIM brJNFpRrrM B0 I1bgN
MP FeMRNBHBNNbWSw4:1 14 WA NPN—ow wMrAbM NONI
GROUND COVER STABILIZATION SCHEDULE
1. STABILIZE BASINS WITH GRAND COVER IIANI ATELY AFTER INSTALLATOM
Z. STABILIZE DNERNON DITCHES INTENDED TO BE N SERVICE FOR 70 DAYS OR LORE WITH
TENPORARY SEEDING AND EROSION CONTROL NETTING.
S FOR ALL AREAS OF NOOBUTE ANOIOR STEEP BLOM. PROVIDE TEMPORARY GROUND COVER
THE SLOPE NAB NOT BEEN DISTURBED FORA PEROD OF to DAYS.
A PROVIDE GROUND COVER SUPFT]ENT TO RESTRAIN EROSION ON ANY PORTON OF THE SITE UPON
WHICH FURTHER LANDUISTIRSNG ACTIVITY B NOT BEING UNDERTAKEN WTRRN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
S ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAN EROSION WTMN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT ANWOR PRIOR TO FINAL
INSPECTION.
GENERAL NOTES:
-1.A1COMBIWIOT100INMILBE NAOCDRMANME TOM OFHXVS B MSTARDMOEPMFMMMB DETA S.
L 90UDU Y.TOFOGRn ,AWUWB BPORWTIONE�OMAVAWP9 DRMEDBYTAWORLA/DCONMLTAHMAND
NPREL6RAL IEORWTON md/IDm Br NCDOT .WNECOINTY06 DATAANDOREA PERiBBR DATA TIE FRB1B10 C01ODOH
DATASIOWHISLE NMNOTEFHVONIEDBYTECURRYBDBdRINDOR WSHOUIDECONSMEDMPIDMWTENMATURE. NO
IVEN
WAWVMSGM NPIIED AS TOREA=RACY OF TIE MTABIDVNONTESLM'EY.
1 TIECONDUCMRN ATAWMKUbWUMWTIEFBOUa*MOVRMBBDWAPDTORE1E/ UMSNDWNONTIEAPPRINED
DRAWNOE NADp110N. TECONTR zw WALL L DBCAKE ADMOIKL MFANRES M RECIBIED TO ENC0IPLANCE WTINAPKCARE
POW OOIDDIONE AID STATE WATER (UAUITY STANDARDS
A. CONBRBOTOM DINWKsAPPROVN E SOUP® MUM WfBTRIICTW G BEGIN. Al APRGNE PEES SW ALSO BE PAID PRIOR TO
CONBTRUCTOM DRKASIGAPPROVAL.
S TIE DEVB0P916 SOLELY RFRPO&WE FOR TIE COST AND COORDINATION WIDI DUE SNOW FOR TIE REUCATION AM" FRAMN.OF
ANY ONSITE OVERHEAD POKER PCER AND LINES.
S DEUfAMWETLANDAMTWAFNUU:HLARFMBIWLNDTECIEAM q.OROTIERYIBEDISTt#MLOAFER94rFWLLLY
PEIWAEDBYTTEUSMMYCORPSINBIC#ERSAN W.NQdWSONOFWATGUpJA1 .
T. TREE PIOTECTRN FENCNONAILBEPROYDEDKONGALLVEOETATED RPNWN BUTERSAND PERAETDU BUFFER MFRS
L THE RAN ESBLECT TO REVISION IXAW E IONMLICTON ORAWNS REVEW PROCESS FOLLOWNCTOWNOF NOLLY SPREM TONIN
COUMCE ACTDIL
R. APPMYALOFTERAIIBROTAUTHDI TONTOLRADEAMMTP1OPFRTES WIENFEWOONp IQwENARWOFF4MGRADW
PgWSBONL EOBTANDay ENFECTEDPROPFAIY0M "CBR PROPERTIES STALL BE KEPT fREEM WDANDOR SEDEBD
LADEN MAIDIF.
LINE E DSONCONIROL LEMURFSSIOMON TM. PIWIARE RECUUIENO® MA WR" N ORDIRTO CONTROL BLNOR. RB POBBEIE
T MORE SMRROP/TAEA9IPE. WYERFOUIRW AS DEPS"M BY THE COMMACTON. PROJECT ENO NEWANDCR EROSION CONRIOL
BOPE=W PITEDE1F1Y/E0TATMOROIALMANPESMEPE ED BUCK LEABURFS.IIALLENSTALLID BB®IAIBY.
11. COMIRACTORDN LOCITEANOWRFYLOCATIDNOFALLIRDBLOROUDUMMPRDRMUGOMMWORNL
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE/EXIT
SEDIMENT BABRV
HORSESHOE INLET PROTECTION
V SILT FENCE OUTLET
N& ROCK CHECK DAM
TEMP. SEEDIMULCH/PERM. SEED
p
® OUTLET PROTECTION
—r—:r DIVERSION DITCH
INLET PROTECTION
IB SILT SACK
—.—.—.—.— SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
O DRAINAGE AREA LIMITS
6
'Z a
v+ O
v+
NRNJZ
O
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ao
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+ P n
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I
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Ir
W
W
Z
c�
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C-201
fti
Yli/YA�
AA1l1 .CUlp�`
• �
• ''
m
SCALE: i IN =40 FT
^�Qli9
40 ZO' 0 W 80'
EpQB�
Z.
HORIZONTAL
NOT FOR CONSTRUCTION
6
'Z a
v+ O
v+
NRNJZ
O
O
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ao
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tY'PR � FNiA C
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wz
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C-201

LIMITS DISTURBANCE
----- V�
\ _1 y -
4
i
NPDES STABILIZATION TABLE
SREAREAOESCRPTION STABEYATON TNERULE E%CEPDOW
PaN�y ASw.NwNN AMw Ntl NNIPP T." VIVA
IMF'Oy'wFY1NOM 7aNF /CORP Nxv
RFboFN n 1tloiF� WYgI PINn NI
BI#rtwFN M0:1 TARN Nwpw MYt. tlbpwP NbwF.
FbpF11vYM 14ftp TANRbrtbpN"-NwwA"
MAINrMwWMNepu l•APMAi 14M NRS,—W%xNlT NNHOW9;
GROUND COVER STABILIZATION SCHEDULE:
1. STABS.IZE IASNS WITH GROUND COVER RSEDIATELY AFTER NSTALLATOLL
2 STABLUE DIVERSION DITCHES INTENDED TO BE N SERVICE FOR 00 DAYS OR MORE WITH
TEMPORARYSEED AND EROSION CONTROL NETT W l
e. FOR ALL AREAS OF MODERATE ANDAR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE /IAS NOT BEEN DISTURBED FOR A PERIOD OF to DAYS.
C PROVIDE GROUND COVER SUFFICIENT TO RFSTRAN EROSION ON ANY PORTION OFTHE SITE UPON
VM1CH FURTHER LANDCISTINNNG ACTIVITY S NOT OEM UNDERTAKEN IYITIAN /A CALENDAR DAYS
OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
S. ESTABLIBN PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION VATHN 14 CALENDAR
DAYS FOLIOYANp COMPLETION OF CONSTRUCTION OR DEVELOPMENT ANDOR PRIOR TO FINAL
INSPECTION.
GENERAL NOTES:
1. ALL CONSTRUCTION SHILL RE IN ACCORDANCE WITH TOWN OF HOLLY SPAT GS STANDARD SPEOLFRATOW AND DETARS
I BOUNDARY. TOPOVAPW ADUTLTIYEFORMTDN N BAS®GN ABRVEI'P9NOTSEO BT TAYLOR"COHNATANTS AHD
SLWR9ENTAL NFOREfYTpN PRgVED BYNCWTREOOROS, WNECOLNIT OI DATA ANDOT Et PMTMff DATA THE ERSTBGCOM INION
DATASHIDMH HEIS HAS MI DMI ERFED BY THE CLARY EN IMEANOOROLPAIDSMOLADBECOWDBIEDAPPRO%COTE N NATURE IOL
NANUNIY B ONEW DR WMMTOttEAMMCYOFM DATAB101W ONTIE BNYEY.
S. THE CONTRACTOR SHAUATA MKNMRPLEIENT TWR®11F1BRSMIIE069DRAOTHIM IEABAES BgMNON TIEAPPROVED
DRAWINGS. NADBTI011. THE CONTRACTOR BWLUMMITAEM01POW EEARRFS AS R6pEED M MEN COMWNCE MSP APPNfAKE
PEMOCONRTOW NOSTATEYATMQUUMUAIDAM
4. COISMLCTON DRA WEDMPROALEREMMO DUMCMYWXTDMCMKGIN. ALLAPHAAEE FEES SIALLALSOBE PAD PRIOR TO
COWTNOCTION DRAMSIG APPR WN,
E. THE DEVELOPER E SOLELY RFPONFILE FOR THE COST AND COONMATD I WON DUKE ENENDY FDR THE REDCAION MOOR REMOVAL OF
ANY ONSMOMRHFADPOMERPgF9AIDUSEIL
S. DELNEAMWETA/DMORPMRMNSURAF&ASSHN.LWTSECLEAR , WED,OROTHERMEEtlS1MMLPIESSSPWWAUY
PERMTED BYT ME W ~ CORPS OF EMONEEN DD NCOEO DMSDN OF IWSTER OLW ITY.
T. THEEPROTMC FBEMS MPROVDFDIMO VEGETAMP A BLffMS WPDiETERKSPERARM
S. THIPLANIDDIECTroREV9N10URNOT COWIRLMMOAVN REVMVPROCMPOLLONMTORNOFNdLYSPPNOSTWYN
COUNCIL ACTRAL
E APPROVAL OF THA PLAN I HOT N11H10ROATON TO DACE ADSCGIi PROERTES. WHEN FIELD CMANT04 WARRANT DFFSRE GRAOSY.
PERM/ION MET E OIFTMED IIT THE AFFECTED PROPERTY OWNER. AL IT PROPERFES BALL BE KEPT FTSE OF MIO ANDOR SEDIIBIT
LADEN RUIORF.
IS. NEEFt%MCONRIOLMFABWEBSDMNMTME MMERECOMMEIOEDMAEERSAINORMYOCONTR0.RRDFF. RIPOSSILE
THAT MORE BIRNOFMIEAMR6 WT BE REOLIREDAB DETERMINED BY THE CONTRACTOR, PROJECT MOINEER. AMOR EROSION CONTROL
MPECTOR. ERIDUMMMMD TADWM&MO.BURPMEr&WRO.SMHLEABURES&44LLBENSAUEDNM®LATELY.
It CONTRACTOR BALL LO TE ANDY LOCAIDNO ALL UDEROWpID UTILITIES PRIOR TO BEGIIANC WOR,
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE/EXIT
SEDIMENT BASIN
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TEMP. SEED/MULCHIPERM. SEED
N
® OUTLET PROTECTION
DIVERSION DITCH
INLET PROTECTION
® SILT SACK
.—.— SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
S1IE
VALE:1 IN v 40 FT
KG'
SCALE N FEET
KORIZONTAL
NOT FOR CONSTRUCTION

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MATCHLINE_
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$jw
TOTAL DSTURSED AREA—IFFAC.I
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I
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WRAP DONBTR i
36+00
_�— RW---•_.—— --RWt— R'M Rw`f' / i ANCE
oDISTU`BCE
NPDES STABILIZATION TABLE
SITE AREAMSCRIPTNW STABILIZATION TIEFRAMEEKCEPIDNS
Pennn:ai BAm..a»aleF, 6+cM manbPN T4gT Nang
H f Duelry WMer YOWr ze IOryt NNN
Bqua 1Oar4w NMI}ISItlamM
Sbpea Neeaer aan)1 TEyF FMPPrM 21.1AOR1R•PFRd
BbP,I3.I,F" W 140FR 14ryFMar FMPFL p4LIRM BB'Wfyl
H ager mem wi?abpea 6tNr Sun 1:1 UBNF NMN.®LF1b NAv4M4MMHOWZATM
GROUND COVER STABILIZATION SCHEDULE:
1. STABILIZE BASINS WITH GROUND COVER INMM014TH.Y AFTER INSTALLATION.
1 STABILIZE DIVERSION DITCHES INTENDED TO BE N SERVICE FOR DAYS OR MORE WITH
TEMPORMY SEEDNIG ANO EROSON CONTROL NETTING.
O. FOR ALL AREAS OF MODERATE ANDroR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 14 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHOH FURTHER LANC OISTURBINLG ACTIVITY IS NOT BEING UNDERTAKEN WITHIN 14 CALENDAR DAYS
OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DSTUIRSNMa ACTMTY.
S ESTABLISH PERMANENTGROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR
DAYS FOOWI
LLNG COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINK
NBPECTION,
GENERAL NOTES:
1. ALLCdISTMICTON SWLI. BEMALCORDANCE WRN TONN OF MOLLY BPRNGS STANOMUSPECFlCATONS AND DETNLS
L BOUNDARY TOPOGF IC. AID UT INFORNATION IS BASED ON ASURVEY PERFORYFD BY TAYLOR LAND CONSULTANTS AND
NEPlEIEMK NFORMA IOu PR01 BYNMTRECORDS.WANECOUNTYCYSDATA.ADOTTERP9ITBEMMTATHEELSRD=AXDN
MTA SHOWN WERE NAS NOT BEEN VENFTEO BY ,HE CURRY ENGMEERNG GROUP AID BWUD K CON9DEREDAPPROAMMTE N MIUE N O
WARRANTY S OVEN OR MPUED AS TO THE ACC:MACY a THE DATADYN CNIE SHTSURVIEC
B THE CONTRACTOR SHNL AT A lA1PRA01 WHIFWNT THE REOURWENTS OUTLNEO BELOW AND TIDGE MEASURES SHOWN ON THE APPROVED
DMWNGS. INADDITION, THECONTRACTORSHNLUNDERTAIRADNTO MEASURESMREIN®TOKNCOMPLMNCELMNAPPLIGBLE
PERART CONCITC SANG STATE WATER OUAMTY STANDARDS.
4 CONSTRUETDNDMWRDAPPROVKBREGMMSEFORECONSTRUCTDNCMKE .AL1 APPLIGNIE FEES SHKL ALSO BE PAD PRR1R io
CONBTRUCION MUWNG APPRWK
6 THE DEVELOPERS SOLELY RESPONSBLE FOR THE CWTMD COORONATDN WITH DUNE ENERGY FOR THE RELOMRON ANNOR REMOVAL OF
ANY ONSITE OVERHEAD POWER PDLEBAND UNEB.
B DEUNECTED NtiTU ND AND RIPAR WM BIFFER MEAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECNMALLY
PERYNTED BYT THE US MW CORPS OF ENGINEERS AND NCOEO DIASON OF WATER OtINUIN.
T. TREE NOIEGION TEMCNG SHAH BE PROVIDED KOND ALLYEGETATED WARM BUFFERS AND PERNETER BUFFER AREAS.
N TNSPUNESUSEGTTOREVSNNDUMNGTHECOMTRXC MMUWRIGRWM PROCESSFOUO GTOWNWHOLLYSMNGSTOWN
COUNCLACTIOK
A MOROVALOF TMS PUN 6 NOTAUTNOROATON TO GRADE AO3ACENTPROPERTES WREN FIELD CONDITIONS WARBNNT OFF.STB ORADBD,
PERMISSION LLSi BE OBTANED BYtHEAFFECIED PROPERTYOMER. ADNCEMNR*E"USHALLMN FREEOFMUDMOORSEDB
UDEN RUNOFF.
10. THE EROSON CONTROL WASIAES SHOWN MTHS PUNME RECOMLEM M AS A MFIMUM IN ORDER TO CONTROL RUNOFF. D S POSME
THAT MORE STRINGENT MEASURES WY BE REWWEOM OETERMINFD BV TME CONiRACTM, PROJECT ENGINEER. MMOR ER09roN CONTROL
MSPECTO0. IF rt S OETEPMINED TIMTADDITONK MEASURES ARE REQUIRED BUCN MEASURES SHALL BE InSTKlEO MMEC/ATELV.
11.CONTRA SHNLt TEANDWE LOCATIONOFALLUNDERGROUNDUTBMPRDRTOBEGNMNGWORK.
EROSION CONTROL LEGEND:
94 CONSTRUCTION ENTRANCEIEXIT
SEDIMENT BASIN
HORSESHOE INLET PROTECTION
SILT FENCE OUTLET
ROCK CHECK DAM
TEMP. SEED/MULCHIPERM. SEED
ro
® OUTLET PROTECTION
DIVERSION DITCH
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SS SILT SACK
—.—.—.—.— SILT FENCE
TP TREE PROTECTION FENCE
wa aK w w w DISTURBANCE LIMITS
� DRAINAGE AREA LIMITS
SITE KEY PLAN
SCALE: I N a 40 FT
4a za D 4a eo
SCALE N FEET
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PRE -DEVELOPMENT DRAINAGE HYDROLOGY
"NAW
SAS" CRAMIE AREA WENVIOUS AREA TIME OF CONCWiMATION CLINE NUMBER
PRE -TO POA 17.MAC. 0.29AC. 123 MRI. 7J
POST -DEVELOPMENT DRAINAGE HYDROLOGY
DRASUpE BASM ORAIN4DE MEA 6iEAV10Ug AREA TNAE OF CONCENIRAl10N CURVE NUMBER
BMP }COMBINED 10.S6AC. 7.08 AC. 930 MIN. N
OFFSITE BYPASS I 0.78AC. 611 Al. 123 MIN. 19
rwpR JNAGE AREA: 10.43 AC.
IMPECJIOUB MA. 4.32 AC.
PEPV�WS MFA: 8.11 AC..
HYDROGRAPH DISCHARGE RATES
NOTE: AIULYSIS -ES POND OWMRGE FRW TRACES ACADEMY
MID A69UMES BYPASSFLMW TEFROM UNOEVELDPED U D.TH9
A PRODUCEAMORECONSERVATNE POIOL3GMAGENUMBER SPICE
TNNESMUSTMEETPRENOST %lON ATTUUTgNREW !-TS&
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21.16 CFS
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81 A2 CFS
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7.698 C:9
12.22 CFS
21.72CFS
31.14 CFS
OW 306CFMROE
2A46 CF4
3699 CFS
L84 CFO
4801 CFO
7378 CFa
COMBSlEO PGA PORT
9271 CFa
10.10 CF8
IL14M
60.61 CFO
1M.9JCF8
NOTE: AIULYSIS -ES POND OWMRGE FRW TRACES ACADEMY
MID A69UMES BYPASSFLMW TEFROM UNOEVELDPED U D.TH9
A PRODUCEAMORECONSERVATNE POIOL3GMAGENUMBER SPICE
TNNESMUSTMEETPRENOST %lON ATTUUTgNREW !-TS&
ACCMMIEWDIRFFGMTAFRWrT ES6UM(NONN
POINT OF ANALYSIS DISCHARGE
PREOEV, PM-OEV.
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13A6 CFS
10 YR. N HR.
21.67 CFS
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